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International List of References for Micropiles (status January 2012)

2-Letter Keys, Key Country of Author/s Original Title Published in Year Words author(s) Walter H. Buckling of Point Bearing Piles Proc. Baugrundtagung, 1951 RR - Germany 1951 - Das Knickproblem bei Spitzenpfählen

Bjerrum L. Norwegian experiences with steel piles to rock Journal «Géotechnique», Vol.7, 24 p. Norway 1957 Brandtzaeg A., Buckling Tests of Slender Steel Piles in Soft, Quick Proc. 4th ICSMFE, London, UK Norway 1957 Harboe E. Fondedile Soc. Underpinning by root piles (patented) Company brochure with references of Italy 1958 An. - Sottofondazioni a Pali Radici (Brevettati) sites (with 1st application of pali radici at A.Angiulli school in Naples 1952) Vik B. Buckling of Point Bearing Piles Journal „Der Bauingenieur“ 37, Jg RR - Germany 1962 - Über das Knickproblem bei Spitzenpfählen (1962), Heft 1

Lizzi F. Root Pattern Piles Underpinning Symp. on of Piles, Italy 1964 Roorkee, “Cement and Concrete Magazine”, India Hoadly, P.J., The Buckling of Slender Piles under Complex Loading Proc. 3rd Conf. Australian U.K. 1966 Francis, A.J., Research Board, Sydney, Australia Stevens,L.K., Trollope, D.H. Mascardi C., Foundations for the cover over the S. Tecla Basilica Atti dell’ VIII Convegno di Geotecnica, Italy 1967 Tornaghi R. ruins Cagliari, - Fondazioni per la copertura delle vestigia della basilica also by: Rodio S.p.A., Milano di S.Tecla Mascardi C. High Capacity micropiles “Revista Italiana di Geotecnica”, 4- Italy 1968 - Micropali di elevata capacita portante 1968, 8.p. Bourdon, C. Flambement des pieux en milieu élastique Revue « Le Génie Civil », 3/1969 France 1969

De Marco, G. Design of piles subjected to eccentric and Journal “Ingegneria Ferroviaria”, Italy 1969 axial loads 4/1969 - Il calcolo dei pali di fondazione sottoposti a carichi eccentrici ed a forze normali all’asse 2

Rodio S.p.A, Prestressing of Tubfix micropiles Ing.Giovanni Rodio & C.S.p.A, Milano - Italy 1969 (Mascardi C.) - Precompressione dei micropali Tubfix Casalmaiocco, Nota technica n° 16'000, Frank A. Bearing Capacity of Root Piles (Micropiles) and Proc. Baugrundtagung 1970, Germany 1970 Applications Düsseldorf, pp.143, - Tragfähigkeit von Wurzelpfählen mit Anwendungsbeispielen Bondioli S. Special patented techniques for the foundations of two Journal “Il Nuovo Cantiere”, 11/1970 Italy 1970 viaduct piers using micropiles. - Tecniche particolari brevettate per le fondazioni delle pile di due viadotti a mezzo di micropali Tubfix e Tiranti Tirsol I.R.P. Lizzi F. Reticulation of root piles to improve the strength X Convegno di Geotecnica, Bari Italy 1970 characteristics of - I «Reticoli di Pali Radice» per il miglioramento delle caratteristiche di resistenza del terreno. Mascardi C. The behaviour of micropiles subjected to axial loads, Verlag Leeman, Zurich, Switzerland Italy 1970 bending moments and shear - Il comportamento dei micropali sottoposti a sforza assiale, momento flettante e taglio Brandl H. Bearing Capacity of Multi-row Detached Pile Walls Journal „Straße-Brücke-“, 1971, Austria 1971 - Tragfähigkeit mehrreihiger aufgelöster Pfahlwände Berlin, 7p. Brandl H. Stress Conditions in Pile Walls with Slender Piles Journal "Tiefbau" 4/1971, Germany Austria 1971 - Spannungsverhältnisse in Stabwänden aus schlanken Pfählen Lizzi F. Special Patented Systems of Underpinning and, More - Univ. of Illinois, Champaign/Urbana, Italy 1971 Generally, Strengthening by Means of «Pali USA; Radice» with Special Reference to Problems Arising - M.I.T., Boston, USA; from the Construction of Subways in Built-Up Areas. - U.S. Bureau of Reclamation. Denver, USA; - Club of Civil Engineers, Vancouver, Canada Marra M. Static reinforcement of the Burano Belltower “Revista Italiana di Geotecnica”, 4- Italy 1971 - Il rafforzamento statico del Campanile di Burano 1971, Brandl H. Design of Vertically and Horizontally Loaded Pile Walls Journal „Der Bauingenieur“, Jg.47, Austria 1972 - Die Bemessung vertikal und horizontal belasteter 3/1972, Berlin, 8 p. Stabwände aus Pfählen 3

Wenz K. Buckling of Slender Piles in Soft Cohesive Layers Publ. No. 50, Inst. for , Germany 1972 - Das Knicken von schlanken Pfählen in weichen Univ. Karlsruhe bindigen Schichten Herbst T.F. The GEWI-Pile (Micropile), a New Foundation Element Publ. Festschrift Finsterwalder, Verlag Germany 1973 - Der GEWI-Pfahl, ein neues Gründungselement Braun, Karlsruhe Kast K. Design of Foundations with Micropiles (GEWI-piles) Publ. Festschrift Finsterwalder, Verlag Germany 1973 - Beitrag zur Bemessung von Gründungen mit GEWI- Braun, Karlsruhe Pfählen Bernasconi, F., Behaviour of micropiles subjected to seismic events AGI, A.G.I. Ed. AGI: Milano, Italy 1973 Gagliani, E - Considerazioni sul comportamento dei micropali soggetti a sismi Lizzi F. Root piles and networks of root piles in special Conf. à l'Ecole Centrale, Chatenay- Italy 1973 foundations and consolidation works Malabry, France - Les Pieux Racine et les Réseaux de Pieux Racine dans les Travaux de fondations spéciales et de consolidation. Brandl H., Rehabilitation of an Inclined Sewage Tank Proc. 4th Danube-European Conf. for Austria 1974 Fross M. - Die Sanierung einer schiefgestellten Kläranlage SM/FE, Vol.1, Bled, Slovenia (former Jugoslavia) Armstrong D.J. Development of Pencil Piles B.C.Hydro Canada 1975 Gouvenot D. Essais de chargement et de flambement de pieux Annales de l'I.T.B.T.P, France 1975 aiguilles No. 334, 12/1975. Degebo Report on Test Loading of Micropiles at site of U-Bahn unpublished Germany 1975 H100 in Berlin Degebo, Berlin - Bericht über Probebelastungen an Verpreßpfählen im Rahmen des U-Bahnloses H100 in Berlin Kauer H., Underpinning with micropiles of DB Building in Journal „Bauingenieur“, 50, pp.163 Germany 1975 Prückner R. Hamburg-Altona - Unterfahrung des Direktionsgebäudes der Deutschen Bundesbahn in Hamburg-Altona Zanetto L. Technological aspects of the construction of micropiles Politecnico di Torino, T. Italy 1975 - Aspetti tecnologici della costruzione dei micropali Ed. Politecnico di Torino: Torino Scharf A. Underpinning with Micropiles of the Railway Bridge at Journal „Der Aufbau“, 31. Jahrg. Heft Austria 1976 Sudtiroler Platz 3, Germany - Unterfangung der Eisenbahnbrücke am Südtiroler Platz mit Wurzelpfählen Fenoux G. I.M. Needle Piles Journal “Construction”, Vol. 31 No 6, France 1976 June, USA 4

Burda R. Micropiles and their Applications Journal "Bautechnik" 6/1976, pp.197 Germany 1976 - Injektionspfähle und ihre Anwendung Kern G., Herbst DYWIDAG - Erd- und Felsanker (soil and rock Publ. DYWIDAG-Berichte: Sonderheft Germany 1976 T.F. anchors), DYWIDAG - GEWI-Pfahl (micropile). der Dyckerhoff und Widmann AG, München Lizzi F. Foundation piles with preload cells Revue «Construction», June1976, Italy 1976 - Pieu de fondation à cellule de « précharge ». Paris, France Lizzi F. La Restauration statique des Monuments Historiques Conf. des Architectes en Chef des Italy 1976 Monuments Historiques, Paris, France Meardi P. Rapidly Feasible High Bearing Capacity Small Diameter Proc. 6th Europ. Conf., vol.2.2, p.186, Italy 1976 Steel Pile Vienna, Austria Frank A. Pile Foundations with Micropiles Proc. Pfahlsymposium München: Germany 1977 - Pfahlgründungen mittels Kleinbohr- und Stand der Normung, Bemessung und Verpresspfählen. Ausführung von Pfählen und Pfahlwänden, (ed. Weinhold H.), pp. 141-147. Koreck H.-W. Micropiles – Considerations related to Certification and Proc. Pfahlsymposium München: Germany 1977 Standardisation Stand der Normung, Bemessung und - Kleinbohrpfähle – Gesichtspunkte zur Zulassung bzw. Ausführung von Pfählen und Normung Pfahlwänden, (ed. Weinhold, H.), pp. 141-147. Lizzi F. Practical Engineering in Structurally Complex Int. Symp. on the Geotechnics of Italy 1977 Formations. Structurally Complex Formations, Capri Sroka D., Small Diameter Piles in Karstic Rock Proc.9th ICSMFE, vol.1, p.471ff, U.K. 1977 Goldberger Tokyo, Japan Norme Française NF P 11-212 – DTU 13.2 (Unified Technical Document), AFNOR, Paris France 1978 1978/1992 Koreck H.-W. Small Diameter Injection Piles (Micropiles) Journal "Ground Engineering" 4/1978, Germany 1978 U.K. Koreck H.-W. Remarks Related to Micropiles Mitteilungen der Schweizerischen Germany 1978 - Diskussionsbeitrag zum Thema Kleinbohrpfähle Gesellschaft für Boden- und Felsmechanik, Heft 99 Rizkallah V. Experiences Collected at Underpinning Works with Beiträge zum Grundbau, zur Germany 1978 Micropiles in Hannover Clay Bodenmechanik und zum - Erfahrungen bei Unterfangungsarbeiten mit Energiewasserbau. Festschrift zum 65. Verpresspfählen (Kleinbohrpfähle) im Hannoverschen Geburtstag von Prof. Lackner, pp. 235- Ton. 250. 5

Lizzi F. Reticulated Root Piles to Correct Land Slides Proc. ASCE Convention, Chicago, IL, Italy 1978 USA, Oct. Herbst T.F. Micropiles, Development and Fields of Application Publ. Festschrift Jelinek, Germany 1979 - Kleinbohrpfähle, Entwicklung und pp. 90-110, Inst. und Prüfamt für Anwendungsmöglichkeiten Grundbau und Boden- mechanik, TU München Kauer H., Application of Micropiles for Construction Works Journal "Bauingenieur" Jg. 54 (1979), Germany 1979 Frank A. -Anwendung von Verpresspfählen mit kleinem Nr.12, 5 p., ISSN: 0005-6650 Durchmesser im Hochbaubereich Lizzi F., Les «réseaux de pieux racine» pour la consolidation des Proc. Int .Symp. on Soil Italy 1979 Carnevale G. sols. Aspects théoriques et essais sur modèles Reinforcement, Paris, France De-Berti A. Micropile Foundation inside the Old Building of the Journal „Schweizer Ingenieur und Switzerland 1979 Theater Casino in Zug Architekt“, 9/1979, 4 p. - Pfahlgründungen im Inneren des Altbaues des Theater- Casinos Zug Behrendt A., Micropiles (Small Diameter Injection Piles) Journal Kunstbauten , Germany 1980 Martinek K. - Verpresspfähle mit kleinem Durchmesser Eisenbahntechnische Rundschau - ETR-, Hestra-Verlag, Darmstadt, 4 p. Kauer H., Micropiles for Underpinning works at the Construction of Journal "Forschung und Praxis" 21 Germany 1980 Frank A. a S-Bahn Line in Hamburg - Konstruktive Anwendung von Verpresspfählen mit kleinem Durchmesser bei Gebäude-Unterfahrungen im Zuge der S-Bahn Hamburg Kauer H., Bartsch Tunnel Crossing under the Museum für Kunst und Journal "Beton und Stahlbeton" 9/1980 Germany 1980 O. Gewerbe in Hamburg Using Micropiles - Unterfahrung des Museums für Kunst und Gewerbe in Hamburg Küfner H. Foundation and Stabilization with Micropiles Journal "Bautechnik" 5/1980 Germany 1980 - Gründungs- und Sicherungsmaßnahmen durch Verpresspfähle mit kleinem Durchmesser (Wurzelpfähle) Prückner R. Retrofitting of Foundations for Dynamic Loading Using Journal "Beton und Stahlbeton" 9/1980 Germany 1980 Micropiles - Nachgründung dynamisch beanspruchter Fundamente mit Verpresspfählen Stocker M. Comparison of the Bearing Capacity of Piles with Proc. Baugrundtagung 1980 in Mainz, Germany 1980 Different Construction Procedure Deutsche Gesellschaft für Geotechnik, -Vergleich der Tragfähigkeit unterschiedlich hergestellter e. V., Verlag Glückauf, Essen, pp. 565- Pfähle 590. 6

Lizzi F. L'impiego dei «Pali Radice» nelle sottofon-dazioni di Rivista «L'industria delle costruzioni». Italy 1980 Monumenti e vecchie fabbriche e nel consolidamento di Dicembre 1980, Roma antichi centri abitati. Harvey J.T.C Problems and New Techniques in Underpinning The Royal Institution of Chartered U.K. 1980 Surveyors Annual Conference, Birmingham, U.K., July, 10 p. Jones D.A., Load Tests on Post-Grouted Micropiles in London Clay Journal "Ground Engineering" 9/1980, U.K. 1980 Turner M.J. 7 p. Fenoux, G.Y., Reprise de Bâtiments Anciens par Pieux I.M. Proc. 10th ICSMFE, Stockholm, France 1981 Gouvenot, D. Sweden, Vol. 3 Juran I., Soil Reinforcing by Passive Bars Proc. 10th ICSMFE, Stockholm, France 1981 Schlosser F., Sweden Louis C., Kemoa M., Eckmann B. Ribbert H., Field Test and Bearing Behaviour of Ribbert Micropiles Journal „Tiefbau, Ingenieurbau, Germany 1981 Wichter L - Grossversuch und Wirkungsweise von Straßenbau“. TIS, Jg. 23 (1981), Nr.6, Verpresspfaehlen nach dem System Ribbert 3 p., ISSN: 0340-5079 Weinhold H. Micropiles Conforming to DIN 4128, Standardisation, Reports Berichte der Germany 1981 Design and Execution Bundesvereinigung. der - Verpresspfähle nach DIN 4128, Stand der Normung, Prüfingenieure für Baustatik Bemessung und Herstellung Lizzi F., Carnevale Networks of root piles for the consolidation of soils. Proc. 3rd Int. Symp. On Babylon, Ashur Italy 1981 G. Theoretical aspects and tests on models and Haditha - Les «réseaux de pieux racine» pour la consolidation des sols. Aspects théoriques et essais sur modèles Comte C., Retrofitting of the Cathedral Saint Pierre in Geneva Proc. 10th ICSMFE, Stockholm, Switzerland 1981 Stencek G. - Confortation de la Cathédrale Saint Pierre à Genève Sweden, Vol. 3 Weltman A. A Review of Micropile Types Journal "Ground Engineering" 5/1981 U.K. 1981 Fross M. Underpinning with Micropiles – Experiences from 1971 to Proc. 10th Conf. on Foundation, Brno, Austria 1982 1981 CSSR (now CSR) - Unterfangungen mit Kleinbohrpfählen – Erfahrungen von 1971 bis 1981 Herbst T.F. The GEWI-Pile (micropile), a Solution for Difficult Proc. Int. Symposium on Ground Germany 1982 Foundation Problems Improvement, Dec., Bangkok, Balkema, Rotterdam, NL 7

Prückner R. Crossing under Buildings for the Construction Journal "Baumaschine und Germany 1982 of Underground Railways Using Micropiles for Bautechnik" 6/1983 Underpinning - Gebäudeunterfahrungen beim Bau von U- und S- Bahnen

Lizzi F. The “Pali radice”(Root Piles) – A state-of the-art report Proc. Int. Symp. on Soil and Rock Italy 1982 Improvement Techniques, Dec., A.I.T. Bangkok, Thailand Balkema, Rotterdam, NL Lizzi F. The Static Restoration of Monuments Sagep Publishers, Genova, Italy Italy 1982 Mascardi C. Design Criteria and Performance of Micropiles Proc. Int. Symp. on Soil and Rock Italy 1982 Improvement Techniques, Dec., A.I.T. Bangkok, Thailand Balkema, Rotterdam, NL BustamanteM., Portance d’un micropieu dans les marnes, Bull. Liaison LCPC. France 1983 Gianeselli L., N° 128 – nov.-déc.1983 – Ledoux J.L., Réf. 2870, 8 p Seigle B., Klos J. DIN Standard DIN 4128 German Standard for Beut Verlag, Berlin Germany 1983 - Small Diameter Injection Piles (Micropiles) (English ed.) - Verpreßpfähle mit kleinem Durchmesser Neumann J., Universal Drilling Equipment for Micropiles Journal „Bauplanung, Bautechnik“ Germany 1983 Mueller G. - Universeller Bohrgerätekomplex für Kleinbohrpfähle (1952) (1983), v.37, no.2, p.68-70, ISSN: 0005-6758 Lizzi F. The “Reticolo di Pali Radici” (Reticulated root piles) for Proc. 7. Europ.Conf. on Improvements Italy 1983 the improvement of soil resistance of soils, Helsinki, Finland Terrasol KNU -Turbine Hall: Weak-Zone Reinforcement by Reports DE.83.71/03 and France 1984 Micropiling. DE.83.71/04, Paris, France Röder K., Application of Micropile Walls Journal „Bauplanung, Bautechnik“ Germany 1984 Richter T., - Anwendung von Stabwaenden aus Kleinbohrpfaehlen (1952), Jg. 38 (1984), Nr.1, 3 p., ISSN: Markgraf H., 0005-6758 Streicher H., Toelle L. Bruce D.A., Yeung A Review of Minipiling, With Particular Regard to Hong Journal “Hong Kong Engineer”, June USA 1984 C.K. Kong Applications." 1984, 24 p, presented 1983 8

Cox W.R. Lateral-Load Test on a 25,4mm(1Inch)Diameter Piles in Spec. techn. publ. No. 835, ASTM USA 1984 et al. Very Soft Clay in Side-by-Side and In- Line Groups (1984), 18 p. Korfiatis, G.P. Field Testing of Short Pile Systems for Floor Support. Proc. Int. Symp. on In Situ USA 1984 Reinforcement of Soils and Rocks, Paris, Oct., ENPC Press, 5 p. BustamanteM., A Method of Calculating Driven Ties and Micropiles Civil Engineering Newsletter. No. 140. France 1985 Doix B. Nov., 18 p, USA Plumelle C. Amélioration de la portance d’un sol par inclusions de Proc. Int. Symp. on In-situ Soil and France 1985 groupe et réseaux de micropieux Rock Reinforcement, Paris Plumelle C. Renforcement d’un sol lâche par inclusion de micropieux Revue «Revue française de France 1985 (Reinforcement of weak soil with inserts of micropiles) Géotechnique», No. 30, 13 p. Gruber N., Koreck Bearing Behaviour of Micropiles at Cyclic Axial Loading Lehrstuhl und Prüfamt für Grundbau, Germany 1985 H.W., Schwarz P. ( 2 investigations) Bodenmechanik und Felsmechanik, - Beiträge zum Tragverhalten axial zyklisch belasteter Techn. Univ. München, Heft(Publ.) 5 Pfähle

Lizzi F. Pali Radice (Root Piles) and Reticulated Pali Radice In: “Underpinning”, pp.84-158, Ed. Italy 1985 (Micropiles) S.Thorburn & JF Hutchinson, Surry Univ. Press, Glasgow, U.K. Lizzi F. Chapter: Pali Radice Structures In “Underpinning and Retension”, Italy 1985 eds S. Thorburn and G. S. Littlejohn, Blackie Academic and Professional, London Dauner H.-G., Anchorage and Avalanche Protection in the Break-off Journal „Schweizer Ingenieur und Switzerland 1985 Krummenacher Area Architekt“, Jg. 103 (1985), Nr.17,4p W. - Verankerung und Lawinenverbauungen im Anrissgebiet Mitchell J.M. Foundations for the Pan Pacific Hotel on Pinnacled and Proc. 8th SE Asian Geotech-nical U.K. 1985 Cavernous Limestone." Conf., March, Kuala Lumpur, Malaysia, 15 p Bruce, D.A., Ingle Recent Examples of Underpinning Using Mini Piles Second Int. Conf. on Structural Faults USA 1985 J.D., and Repairs, London, May, 11 p Jones M.R. Azuar M.J.J., Les Micropieux Ministere de L’Urbanisme du France 1986 Renault M.J. Logement et des Transports – Direction des Routes. Document, 27p. Solétanche Marseilles: The Law Courts - Underpinning with I.M. Promotional literature of Solétanche, France 1986 Piles Paris, 9

Kempfert H.G. Foundation on Injection Piles (Micropiles) in Soft Basin Journal „Geotechnik“, Jg. 9 (1986), Germany 1986 Sediments Nr.2, 6 p. - Gruendung auf Verpresspfaehlen in weichen ISSN: 0172-6145 Sedimenten Neumann W., Experiences with Micropiles during Construction of U- Journal „Die Bautechnik“. Ausgabe B, Germany 1986 Wiesiolek B. Bahnlos D76 A in Berlin Jg. 63 (1986), Nr.11, 8 p., ISSN: 0341- - Erfahrunge mit Verpresspfaehlen beim U-Bahnlos D76 1052 A in Berlin Röder K., Rehabilitation of a Foundation with Micropiles Journal „Bauzeitung“, Jg. 40 (1986), Germany 1986 Sitte J.-J., - Rekonstruktion einer Gründung mit Hilfe von Nr.8, 4p., Baumgarten H., Verpresspfählen ISSN: 0005-6871 Heyden G. Blondeau F., Reinforcement of a Large ENPC Fault by Micropiles, ENPC Symp. on Soil Structure France 1987 Schlosser F., Beneath a Nuclear Plant Group Table Footing Interactions, Paris, May Nhiem T.V. Manns W.; Influence of Aggressive Water and Forschungsvorhaben Abschlussbericht Germany 1987 Zimbelmann R.; Soils on the Long Term Performanc of Ground Anchors zu Tl. 1. Grundsatzversuche, IRB Bayer M. and Micropiles Verlag Stuttgart 1987, 90 p. - Einfluss aggressiver Wässer und Böden auf das Langzeitverhalten von Verpressankern und Verpresspfählen. Anonymous Core Drilling Through Concrete Pier Bases Preparatory Journal “Geodrilling”, August, U.K. 1987 to Mini Piling 8 p Attwood Pali Radici – Their in Stabilizing Existing Retaining Walls Journal “Ground Engineering” 10/1987 U.K. 1987 and Creating Cast-In-Situ Retaining Structures Federation of Specification for the Construction of Minipiles Journal „Ground Engineering“, Vol. 20, U.K. 1987 Piling 3/1987, 3 p. Specialists (FPS) Bruce D.A., Boley New Developments in Ground Reinforcement and Proc. Rapid Excavation and Tunnelling USA 1987 D.L.., Gallavresi F. Treatment for Tunnelling. Conference, New Orleans, LO; Vol.II. 26 p. Munfakh, G.A., Back on Track at Coney Journal „Civil Engineering”, ASCE, Vol. USA 1987 Soliman N.N. 59, 12/1987, 3 p Brandl H. The Interaction between Soil and Groups of Small Proc.1st Int. Geot.Sem. Deep Austria 1988 Diameter Bored Piles (Micropiles) Foundations on Bored and Auger Piles, Balkema NL, Bruce D.A. Developments in Geotechnical Construction Processes Civil Engineering Practice, Vol. 3, No. USA 1988 for Urban Engineering 1, Spring, 49 p Bruce D.A. Aspects of Minipiling Practice in the United States Journal “Ground Engineering”, Vol. 21, USA 1988 8/1988, U.K., 14 p 10

Bruce D.A. Pinpiling in the United States - Practice and Potential Conf. on Developments in USA 1988 . ASCE and Pennsylv. DOT, Hershey, PA.,Sept., 23 p Vezole P. Stabilité de forme de micropieux : une approche simple. Annales de l'I.T.B.T.P. n° 478, France 1989 novembre 1989, Série: Sols et Fondations 206, 14 p Röder K., Stabilization of a Foundation with Single Micropiles and Journal „Bauinformation Wissenschaft Germany 1989 Richter T., Micropile Walls und Technik“, Jg. 32 (1989), Nr.5, 2 p., Baumgarten H. - Fundamentsicherung durch Einzelverpreßpfähle und ISSN: 0323-8490 Markgraf H. Stabwände Cantoni R. T., A Design Method For Reticulated Micropile Structure in Journal “Ground Engineering”, May Italy 1989 Collota V.N., Sliding Slopes 1989, U.K., 7 p Ghionna P.C., Moretti. Dente G. Underpinning three buildings using “ropress” micropiles AGI, A.G.I. Ed. AGI: Taormina, 10 p. Italy 1989 - Sottofondazione di tre edifici mediante micropali ropress Lizzi F. Consolidation of buildings and soils Dario Flaccovio Editore, Italy 1989 - Il consolidamento del terreno e dei fabbricati 132 p Vielmo I. Micropiles: structural and technological aspects AGI, A.G.I. Ed. AGI: Taormina, 6 p. Italy 1989 - Micropali: aspetti strutturali e tecnologici Wrench B.P., Heiz Underpinning a Multi Storey Building Using Micropiles Proc. ICSMFE Rio de Janeiro, Vol.2, 8 Italy 1989 W., p. Salerno G. Bruce D.A Aspects of Minipiling Practice in the United States Journal “Ground Engineering”, Vol. 22, USA 1989 1/1989, U.K., 5 p Bruce D.A. American Developments in the Use of Small-Diameter DFI Int. Conf. on Piling and Deep USA 1989 Inserts as Piles and In Situ Reinforcement Foundations, May, London. 12 p Heim R. Building Extension in the City Center, Construction of a Journal „Schweizer Ingenieur und Switzerland 1990 Basement for Building Limmatquai 92 in Zurich Architekt“, Jg. 108 (1990), Nr.4, 7 p - Gebäudeerweiterung im Stadtkern. Umbau und Unterkellerung Geschäftshaus Limmatquai 92, Zürich Turner M.J., Micropiles at Albert Docks, Liverpool Journal “Ground Engineering”, Vol. 23, U.K. 1990 Wilson D.J. No.5, Sept, 5 p 11

Bruce D.A., Foundation Rehabilitation of the Pocomoke River Bridge, Proc., 7th Annual Int. Bridge Conf., USA 1990 Pearlman S. L., Maryland, Using High Capacity Preloaded Pinpiles,” Pittsburgh, PA, June Clark J.H. 9 p

Pelzl M. Ductile Cast Iron Piles Proc. 6. Christian Veder Kolloquium, DP Austria 1991 - Ductile Gußeisenpfähle Techn. Universität Graz, 10p. Reiffenstuhl H. Micropile with Precompressed Steel Core (Active Pile) Proc. 6. Christian Veder Kolloquium, DT - precompressed Micropile Austria 1991 - Kleinbohrpfahl mit auf Druck vorgespanntem Stahlkern Techn. Universität Graz, 8p. (Activpfahl) Schippinger K., In-situ Measurements for Active-Piles (Micropiles), Load Proc. 6. Christian Veder Kolloquium, RR - test loading in situ Austria 1991 FuchsbergerM. Transfer to the Ground Techn. Universität Graz, 22p. - In-situ Messungen an Aktivpfählen (Kleinbohrpfählen), Krafteinleitung in den Boden

BustamanteM., Données expérimentales sur la portance des micropieux Colloque international ENPC France 1991 Bondu A. scellés dans les sols coralliens "Fondations Profondes", Paris, 8 p. Heibaum M. H. Micropiles for Tension Anchorage – Considerations Proc. 6. Christian Veder Kolloquium, PD – design of Pile length Germany 1991 relating to the Overall Safety and Required Length Technische Universität Graz, Austria, - Kleinbohrpfähle als Zugverankerung – Überlegungen 19p. zur Standsicherheit und zur Ermittlung der erforderlichen Länge. Herbst T.F. GEWI-Pile (Micropile), a Modern Pile Element Proc. 6. Christian Veder Kolloquium, DT – description of product Germany 1991 - Der GEWI-Pfahl, ein modernes Pfahlbauelement. Technische Universität Graz, Austria, and technology 23p Placzek D. Micropiles for Securing and Retrofitting of the Proc. 6. Christian Veder Kolloquium, AA – retrofitting of historic Germany 1991 Foundations of Historic Buildings Technische Universität Graz, Austria, buildings - Verpresspfähle als Sicherungs- und 16p. Instandsetzungselement für historische Bauwerksgründungen. Rizkallah V., Experiences Collected during Rehabilitation Works with Proc. 6. Christian Veder Kolloquium, DT – description and Germany 1991 Bayersdorf A., SVV Piles Technische Universität Graz, Austria, application Harder H. - Erfahrungen bei der Gründungssanierung mit SVV- 11p. Pfählen. 12

Rodatz W. Bearing Capacity of Micropiles for the Retrofitting of Final Report Abschlussbericht, Institut Germany 1991 Historic Buildings für Grundbau und Bodenmechanik der - Tragfähigkeit von Verpresspfählen mit kleinem TU Braunschweig. Durchmesser für die Sanierung historischer Gebäude Sperling G. Use of Long Micropiles for the Retrofitting of the Proc. 6. Christian Veder Kolloquium, AA – retrofitting of old Germany 1991 Foundation of the Neue Museum in Berlin Technische Universität Graz, Austria, foundation - Einsatz langer Mikropfähle bei der 18p. Gründungssanierung des Neuen Museums in Berlin Bodnar G., Use of Micropiles for Retrofitting Journal „Schweizer Ingenieur und Switzerland 1991 Kunz H. - Verwendung von Mikropfählen für Sanierungszwecke Architekt“, Jg. 109 (1991), Nr.47, pp.1132-1137 Schippinger K. The Load Transmission in Active Piles with Techn. Universität Graz, Institut für Austria 1992 Precompressed Steel Core Grundbau, Bodenmechanik und - Der Kraftfluss im Kleinbohrpfahl mit auf Druck Felsmechanik, Heft 9 vorgespanntem Stahlkern (Activpfahl) Neidhardt H. High Capacity Drilled Tension Micropiles Journal “Hansa”, Jg. 129 (1992), Nr.8, Germany 1992 Hochbelastbare, gebohrte Zugpfähle S.812-814, Abb., ISSN: 0017-7504 Heim R. Underground Crossing at Zurich Central Railway Station Journal „Schweizer Ingenieur und Switzerland 1992 - Passage Bahnhofstraße, Unterquerung des Südtrakts. Architekt“, Jg. 110 (1992), Nr.21, 4p Der Zürcher Hauptbahnhof. Restaurierung, Umbau, Erweiterung Barley A.D., High Loading of Long Slender Minipiles Proc. ICE Conf. on Piling: European U.K. 1992 Woodward M.A. Practice and Worldwide Trends, Thomas Telford, London, pp. 131-136 Bruce D.A. Recent Progress in American Pin Pile Technology Proc. ASCE Conf. on Grouting, Soil USA 1992 Improvement, and Geo-synthetics, New Orleans, Louisiana, Feb.,13p Bruce D.A. Recent Advances in American Pinpiling Practice Proc. ICE Conf. Piling: European USA 1992 Practice and Worldwide Trends. London, April, 8 p. Bruce D.A. Two New Specialty Geotechnical Processes for Slope ASCE Specialty Conf. on Stability and USA 1992 Stabilization Performance of Slopes and Embankments – II, July. Berkeley, CA, 15 p Bruce D.A., Structural Underpinning by Pinpiles. Proc. 17th DFI Annual Meeting, New USA 1992 Hall C.H., Triplett Orleans, LA. October, 32 p R.E. Bruce D.A., Current Practice in Structural Underpinning Using Proc. New York Met Section, ASCE USA 1992 Gemme R. Pinpiles Seminar, New York, April, 46 p

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Pearlman S. L., Pin Piles for Bridge Foundations Proc. 9th Annual Int. Bridge Conf., USA 1992 Wolosick, J. R. Pittsburgh, PA, June Schippinger K.; Load – Settlement Behaviour of a Micropile – Site Journal „Bautechnik“, Jg. 70 Nr.9, Austria 1993 Schweiger H.F. Investigations and Analysis Germany, 12 p., - Last-Setzungsverhalten eines Kleinbohrpfahles - ISSN: 0341-105 Feldversuche und numerische Berechnung Rodio Brindisi ENEL Power Plant: High-Capacity Micropiles Internal Technical Report, Milan, Italy Italy 1993

Brittsan D., Pile Load Test Results for Highway 280 Pile Uplift Test DFI and CALTRANS Specialty USA 1993 Speer D. Site Seminar, Sept. 1993 Bruce D.A., Fundamental Tests on the Performance of High Capacity Proc. 18th Annual DFI Conf. USA 1993 Bjorhovde R., Pin Pilessm Pittsburgh, PA, October, 33 p Kenny J.R. Bruce D.A., Support of Bridge Piers by High-Capacity Pin Pilessm Proc. National Conf., USA 1993 Pearlman S.L., Memphis, TEN, May, Vol. II, 11 p Wolosick J.R. Caltrans Caltrans Pile Load Test Results at a Deep Bay Mud Site Proc. DFI and Caltrans Specialty USA 1993 Using Various Pile Types – I-280 San Francisco: Results Seminar, Sacramaneto, CA, October, and Seismic Design Guidelines 44 p Groneck P.B., Pin Piles Save Silos. Journal „Civil Engineering“, Vol. 63, USA 1993 Bruce D.A.; 9/1993, September, ASCE, 3 p GreenmanJ.H., Bingham G. Kenny J.R., Bruce Behavior and Strength of Composite Tubular Columns in Research Report No. ST-13 USA 1993 D.A., Bjorhovde R. High-Strength Steel, Department of Civil Eng., University of Pittsburgh, Pittsburgh, PA, April. Pearlman S.L., Pin Piles for Seismic Rehabilitation of Bridges Proc. 10th Annual Int. Bridge Conf., USA 1993 Wolosick J.R., Pittsburgh, PA, June Gronek P.B. Maire du Poset A. Etude du comportement des micropieux isolés et des Mémoire du DEA Mécanique, France 1994 groupes de micropieux sous sollicitations axiales en Laboratoire Sols, Solides, Structures, chambre d’étalonnage Institut National Polytechnique de Grenoble, septembre Maleki K., Groupes de Pieux Chargés Axialement. Projet National FOREVER, France 1994 Frank R. Programme 1993, CERMES, Juin. Herbst T.F. The GEWI-Pile, a Micropile for Retrofitting, Seismic Proc. Int. Conf. on Design and AA – description of technology Germany 1994 Upgrading and Difficult Installation Construction of Deep Foundations, and application Orlando, FL, USA, org. by FHWA Washington, USA, 18p. 14

Lizzi F. The Reinforced Soil in the Future of Geotechnics Proc. SEAG and AIT Symp. on Italy 1994 Developments in Geotechnical Engineering, Bangkok, Thailand, Jan. Sakai K. Effect of Micropile to Restrain Settlement of Sidewall 29th Soil Mechanics Meeting for Japan 1994 et al. during Tunnel Excavation Presenting Research Papers, p 2001 (in Japanese) Bruce D.A., Researches into the Behavior of High Capacity Pin Piles Proc. Int.Conf.on Design and USA 1994 Wolosick J.R., Construction of Deep Foundations, Rechenmacher FHWA, A.L. Orlando, FL, Dec. 1994 , 23 p. Rezende M.E. Analise de recalques de grupos de estacas escavadas Tese de Doutor em Geotechnia, Brazil 1995 de pequeno diametro atraves de provas de carga in-situ Universidade de Sao Paulo, EESC, e em modelos centrifugados 233 p Maléki K. Contribution à l'étude du comportement des micropieux Thèse de doctorat de l' ENPC, 6 juin, France 1995 isolés et en groupe 350 p Youssef E., Degny Etude expérimentale et théorique du flambement des Proc. 11th African Regional Conf. on France 1995 E., Garnier J., pieux Soil Mechanics and Foundation Frank R. Engineering, Cairo, Dec. vol.3, 8 p Youssef E., Degny Etude expérimentale et théorique du flambement des Proc. 11th African Regional Conf. on France 1995 E., Garnier J., pieux Soil Mechanics and Foundation Frank R. Engineering, Cairo, December, vol. 3, pp. 107-114 Kasselman J. Self Drilling Injection Anchors, Nails and Micropiles Anker in Theorie und Praxis, (ed. Germany 1995 Wiborex Widmann), Balkema, Rotterdam, pp. - Selbstbohrende Injektionsanker, - Nägel und 325-334. Mikropfähle Wiborex. Kurahara The Effectiveness of Micropiles as Support Proc. Japan Nat. Conf. on Soil Japan 1995 et al. (in Japanese) Mechanics and Foundation Engineering Bruce D.A., Chu Micropiles for Seismic Retrofit Proc National Seismic Conf. on USA 1995 E.K. Bridges and Highways, Dec., Spons. by FHWA and Caltrans, San Diego, CA., 7p Bruce D.A., A Primer on Micropiles Journal “Civil Engineering”, Vol. 65, USA 1995 Dimillio A.F., 12/1995, ASCE, Juran I. 4 p Bruce D.A., Introduction to Micropiles: An International Perspective, ASCE, GPS 50, pp.1-26 USA 1995 Dimillio A.F., Foundation Upgrading and Repair for Infrastructure Juran I. Improvement 15

BustamanteM., Underpinning of Bordeaux Pont de Pierre : a First Proc. Int. Symp. Geotechnic. Engng France 1996 Gianesselli L., Empire masonry bridge". for the Preservation of Monuments and Ledoux J-L. Historic Sites, Naples, Italy, Oct., 9 p Francis R., Canou Group effects of model micropiles in Proc. 7th Australia-New Zealand Conf. France 1996 J., on Geomechanics, Adelaide, Australia, Dupla J.C., Vol.7, No.1, 6 p Belmont G. Aminbaghai M. Buckling Load of Bars with Elastic Support and Linear Journal „Bauingenieur“ 71, Jg (1969) RR - Germany 1996 Rubin H. Load Distribution pp. 321-328, - Knicklast elastisch gebetteter Stäbe mit linearem Druckkraftverlauf Meek J. W. Buckling of Micropiles in Soft Cohesive Soils Journal „Die Bautechnik“. Ausgabe B, Germany 1996 - Das Knicken von Verpreßpfählen mit kleinem Jg. 73 (1996), Nr.3, 7 p., ISSN: 0341- Durchmesser in weichem, bindigem Boden 1052 Placzek D., Köther Bearing Capacity of Different Types of Micropiles Proc. Baugrundtagung 1996 in Berlin, Germany 1996 M., Wilden U. - Zum Tragverhalten verschiedener Pfahlsysteme mit DGGT, Verlag Glückauf, Essen, S kleinem Durchmesser, 165-183. Ueblacker G. Portland Westside Lightrail Corridor Project Micropile Journal “Foundation Drilling”, Nov., 5 USA 1996 p Eronen S., Improved Competitiveness of Drilled Piling Journal Rakennustekniikka 6/97 DT - DTH drilled piles (RD Finland 1997 Hartikainen J., piles) Lehtonen J. Koskinen M. Composite Action of Steel Pipe Pile Research Report, pp 27 RR - between Finland 1997 steel and concrete, test results Lehtonen J. Steel Properties for Micropile Design Proc.1st IWM 1997, Seattle, DFI, SR - steel grades, comparison Finland 1997 N.J.,USA, 6p. Muhra H. Micropiles in Northern and Middle Europe Tampere University of Technology, AA - application, Northern and Finland 1997 Geotechnical Laboratory, Publication Middle Europe 39, 71p. Francis R. Etude du comportement mécanique de micropieux Thèse de doctorat de l'Ecole nationale France 1997 modèles en chambre d'étalonnage. Application aux des ponts et chaussées, 27 octobre, effets de groupe 386 p. Francis R., Canou Feasability of using metallic micropiles for soil Proc. Int. Conf. on Rehabilitation and France 1997 J., reinforcement Development of Civil Eng. Dupla J.C., Lerat Infrastructure Systems, Beirut, P. Libanon, 9 p Ho C.L., Model tests of micropiles network applied to slope Proc. 14th ICSMFE, Hamburg, France 1997 Coyne A.G., stabilization Germany, Sept.,vol.2, 4 p Canou, J 16

Maléki K., Une approche pour le calcul des groupes de micropieux Proc. 14th ICSMFE., Hamburg, France 1997 Frank R. chargés axialement Germany, Sept., vol.2, 4 p Nguyen Quang Tri Etude du comportement des micropieux sous charges Rapport de D.E.A., Institut National France 1997 horizontales cyclique Polytechnique de Grenoble, Ecole Doctorale de Mécanique, juillet. Ischebeck E. Experiences with Drilled Titan-Micropiles Proc. Pfahl-Symposium, Germany 1997 - Erfahrungen mit gebohrten Verpresspfählen Titan Braunschweig1997, ISBN: 3-927610-43-7 Kudella P., Huber Prestressed GEWI-Micropiles for Uplift Securing – Journal Geotechnik Vol. 20, Heft 3, pp Germany 1997 G., Wahrmund H. Bearing Behaviour and Load Measurement 178-193. - Vorgespannte GEWI-Auftriebspfähle- Tragverhalten und Kraftmessung Muhra H., Schmidt Micropiles in Northern and Western Europe Journal Geotechnik, Vol. 20, Heft 3, Germany 1997 H.-G. - Mikropfähle in Nord- und Mitteleuropa. pp. 216-219. Peter M., Weir Reinforcement with Micropiles Journal „Wasser, Energie, Luft - eau, Germany 1997 Jan S., - Wehrverstärkung mit Mikropfählen energie, air“, Jg. 89 (1997), Nr.7/8, 6 Vögeli J. p., ISSN: 0377-905X Martis M. Small diameter piles: a special application CGT 97. I pali e le fondazioni su pali; Italy 1997 - Pali di piccolo diametro: un'applicazione particolare Politecnico di Torino, T.; Regione Piemonte Eds. Politecnico di Torino: Torino Tatsuta M., Experimental Study on Ultimate Behavior of Steel Pipe Proc.1st IWM 1997, Seattle, DFI, Japan 1997 Shioi Y., Pile Group N.J.,USA, 15p. Kimura M., Shimazu A., Yoshida E., Takano K. Tatsuta M., Experimental Study on Ultimate Behavior of Steel Pipe Proc.1st IWM 1997, Seattle, DFI, Japan 1997 Shioi Y., Pile Group N.J.,USA, 15p. Kimura M., Shimazu A., Yoshida E., Takano K. TsukadaY., Micropiles in Japan: Present Status and Future Proc.1st IWM 1997, Seattle, DFI, Japan 1997 Ichimura Y. Prospects N.J.,13p. Turner M.J. Review of Grout Material Properties and Grouting Proc.1st IWM 1997, Seattle, DFI, U.K. 1997 Methods for Micropiles N.J.,USA, 30p. Armour T., Micropile Design and Construction Guidelines US DOT, FHWA, Priority Technologies USA 1997 Groneck P. Implementation Manual Program, FHWA-SA-97-070, Wash.DC Bromen-schenkel Seismic Design Using Micropiles – Route 24/580/980 Proc.1st IWM 1997, Seattle, DFI, USA 1997 17

R.J. Retrofit Project -Abstract- N.J.,USA, 5p. Bruce D.A., Juran Drilled and Grouted Micropiles: State-of-Practice Review US DOT, FHWA-RD- 96 -016 to -019, USA 1997 I. Vols.1-4, Washington DC DFI (USA) IWM 1997 1st International Workshop on Micropiles, Proc. 1st IWM 1997, FHWA, ADSC USA 1997 FHWA(USA) Seattle WA Technical Library, Dallas TX JAM (Japan) Mason J. Seismic Design Concepts and Issues for Reticulated Proc.1st IWM 1997, Seattle, DFI, USA 1997 Micropile Foundation Systems N.J.,USA, 27p. Pearlman S.L., Pin Piles for Bridge Foundations – A Five Year Update Proc. 14th Annual Int. Bridge Conf., USA 1997 Richards T.D., Pittsburgh, PA, June. Wise J. D., Vodde W. F. Korkeakoski P. Jacked Steel Pipe Piles in Underpinning. DFI 98 Int. Conf. and Exhibition on DT - jacked piles, case Finland 1998 Piling and Deep Foundations, Vienna. histories Korkeakoski P. Railway bridge Foundations with High Capacity Drilled DFI 98 Int. Conf. and Exhibition on DT - direct load on micropiles, Finland 1998 Eronen S. Piles Piling and Deep Foundations, Vienna bridge superstructure Lemieux N. Etude expérimentale des groupes et réseaux de Rapport de stage, Université Laval / France 1998 micropieux en chambre d’étalonnage INP Grenoble Marcouyre M. Etude du comportement des groupes et réseaux de Rapport de stage de Maitrise de France 1998 micropieux dans le sable Mécanique, Université Joseph Fourier, Grenoble Ousta R. Etude du comportement sismique des micropieux Thèse de doctorat à l’Université des France 1998 Sciences et Technologies de Lille Remaud D., Laterally loaded piles in dense sand : Group effects Proc. Int. Conf. Centrifuge 98, Tokyo, France 1998 Garnier J., Frank 23-25 September 1998, 6 p R. Vezole P. Micropieux scellés dans des forages, quelques Annales de l’ITBTP, n° 6, décembre France 1998 remarques. Kotte G. Micropiles and Ground Anchors for Excavation Securing Journal „Tiefbau, Ingenieurbau, Germany 1998 - Verpresspfähle und -anker zur Baugrubensicherung Strassenbau“. TIS (1998), V.40, no.7, 12 p. Schwarz P. Axial Cyclic Loading of Small Diameter Injection Piles Proc. Int. Conf. on Soil-Structure Germany 1998 (Micropiles) in Sand Interaction in Urban Civil Engineering, Darmstadt, Oct. "Darmstadt Geotechnics”, No. 4, vol. 2, 1998, Darmstadt Univ. of Technology Hamatsuka M. et Lecture on next generation method. High proof stress Civil Engineering Journal, vol.39, Japan 1998 al. micropile work no.12, 6p. (in Japanese) 18

Ichimura Y. Bearing Capacity Characteristics of Micropiles of Steel Proc. 53rd Annual Conf. of the Japan Japan 1998 et al. Tube (Part 2) Society of Civil Engineers, vol.3 (in Japanese) Kishishita T. Seismic Retrofitting of Existing Structural Foundation by Proc. 33rd Japan Nat. Conf. on Japan 1998 et al. High-Capacity Micropiles Geotechnical Engineering (in Japanese) Otani Y. Recent Topics of Cast-in-place Piles. Construction Case The Foundation Engineering & Japan 1998 et al. of Micropile Equipment, vol. 26, no. 7, 6p. (in Japanese) Sagara M. Bearing Capacity Characteristics of Micropiles of Steel Proc. 53rd Annual Conf. of the Japan Japan 1998 et al. Tube (Part 3) Society of Civil Engineers, vol.3 (in Japanese) Sagara M. Characteristics of Bearing Capacity of Micropile with Proc. 33rd Japan Nat. Conf. on Japan 1998 et al. Steel Pipe – Result of Static Load Test Geotechnical Engineering, Vol.2, July (in Japanese) Satou T. Control of Deformation of Concrete Caisson Revetment Proc. 53rd Annual Conf. of the Japan Japan 1998 et al. at Liquefaction Using Micropiles Society of Civil Engineers, vol.3 (in Japanese) Satou T. The Deformation Performance of a Caisson Type Quay Toyo Construction, Techn. Research Japan 1998 et al. Wall and the Countermeasure for the Deformation when Reports, vol. 25, 6p. the Ground was Liquefied (in Japanese) Tsubokawa Y. et Model Loading Tests on the Vertically loaded Micropile Proc. 33rd Japan Nat. Conf. on Japan 1998 al. Foundations on Sand Ground Geotechnical Engineering, Vol.2, July (in Japanese) Benslimane A., Seismic Retrofitting Using Micropile Systems: Centrifugal 4th Int. Conf. on Case Histories in USA 1998 Juran I., Model Studies Geotechnical Engineering, St. Louis, Hanna S., Drabkin MO, March S., Perlo S., Frank R. Benslimane A., Seismic Behavior of Micropile Systems ASCE Geotechnical Special USA 1998 Juran I., Publication No.81 Hanna S., Drabkin S. Mason J. Seismic Design Issues and Concepts for Reticulated Cornell University, Ithaca, N.Y. USA 1998 Micropile Foundation Systems Turner J., Micropile and Reinforced Walls for Proc. 49th Highway USA 1998 Hasenkamp R., Stabilization, Snake River Canyon, Symposium, Prescott, AZ, Wolosick J.R. Wyoming September, 1998, pp. 156-168. 19

Hartikainen, J., Effective Construction of Railway Underpass Bridges on Proc. XII European Conf. on SMGE, DT - direct load on micropiles, Finland 1999 Koskinen, M., Steel Pipe Piles Amsterdam p.141-146 bridge superstructure Suomalainen, J Korkeakoski P. Underpinning with jacked piles Baltic Piling Days, Pärnu, Estonia, pp DT - jacked piles, case Finland 1999 3 histories Korkeakoski P. Development of Rautaruukki Micropiles Proc. IWM 1999, Executive DP - micropiles, Finland Finland 1999 Committee, Ube City, 8p. Korkeakoski P. Bearing Capacity of Jacked Piles Workshop on Jacked Piles, Turku, RR - jacked piles, test Finland 1999 pp14 loadings Korkeakoski P. Reliable Foundations for Railway Bridges with Drilled Proc. XII European Conf. on SMGE, DT - direct load on Finland 1999 Eronen S., Steel Pipe Piles Amsterdam, p.1779 -1782 micropiles, bridge Heinonen J superstructure Lehtonen J. CMG Piles for Underpinning Works 1st Baltic Seminar & Exhibition DT - impact driven, Finland 1999 Supported by DFI, Pärnu continuous grouting, underpinning Lehtonen J. Jacked CSG Piles 2nd Int. Workshop on Jacked Piles, DT - jacked micropiles Finland 1999 Turku continuous grouting Lehtonen J. CMG Piles, a New Application for Driven Micropiles Proc. 6th Int. Conf .on ”Modern DT - impact driven, Finland 1999 Building Materials, Structures and continuous grouting, Techniques”, Vilnius Gediminas application Technical University Lehtonen J. CSG Pile-a New Application for Impact Driven Micropiles Proc. IWM 1999, Executive DT - impact driven, Finland 1999 Committee, Ube City, 10p. continuous grouting, underpinning Lehtonen, J., CMG Pile, a New Driven Pile for Underpinning. Baltic Piling Days, Pärnu Estonia, DT - impact driven, Finland 1999 Korkeakoski P. pp3 continuous grouting, underpinning) Törnqvist J., Estimation of Corrosion Rate in Durability Design of Proc. XII European Conf. on SMGE, RR - steel corrosion, Finland 1999 Lehtonen J. Steel Piles Amsterdam database analysis Ata N., Numerical study of the consolidation of micropiles Proc. NUMOG VII, Sept, Graz, Austria, France 1999 Shahrour I. subjected to lateral loading’ Balkema Rotterdam, NL, 8 p Brouzeng G. Des micropieux a Saint-Denis de la Reunion Revue «Chantiers de France» (Paris), France 1999 no 322 Chammas R Etude sur le comportement des groupes et des réseaux Mémoire de DEA, Laboratoire 3S de France 1999 de micropieux Grenoble, juin, 47 pages + 4 annexes Miguet L. Luxe de precautions pour une reprise en sous-œuvre Revue «Le Moniteur des Travaux France 1999 Publics et du Bâtiment», no 5008 20

Montagnon M. 160 micropieux en 6 jours dans l'Oise Revue «Chantiers de France» (Paris), France 1999 no 322

Montagnon M. Techniques de reparation et de renforcement de Revue «Chantiers de France» (Paris), France 1999 structures no 317, 6 p

Meek J. W. Is Buckling a Danger for Micropiles Pfahl-Symposium, Institut für Germany 1999 - Sind Kleinverpresspfähle knickgefährdet? Grundbau und Bodenmechanik der TU Braunschweig, Heft (Publ.)60, S. 221- 234 Pagliacci F. A Multipurpose Technology in Foundation Engineering Proc. 2nd IWM 1999, Executive Italy 1999 Committee, Ube City, 10p. Akamoto H. Vertical load test results of micropiles in the reclaimed Proc.34th Japan Nat. Conf. on Japan 1999 et al. ground Geotechnical Engineering, (in Japanese) Fukui J., Nishitani Study on the Retrofitting of Bridge Foundations with Proc. 2nd IWM 1999, Executive Japan 1999 M., Umebara T., Micropiles Committee, Ube City, 10p. Miki T. Hatano T. Technical Development and Future Prospects of Bridge and Foundation Engineering, Japan 1999 et al Micropile Technology. (in Japanese) vol.33, no.8, 4p. Hoshiya M., Otani Application of Root Piles to Foundations and Reinforcing Proc. 2nd IWM 1999, Executive Japan 1999 Y., Structures in Japan Committee, Ube City, 10p. Mega M. Ichimura Y. Bearing Capacity Characteristics of Micropile Using Steel Kensetsu-Syou Gijutu Kenkyukai Japan 1999 et al. Pipe. Houkoku (Engineering Report, Ministry (in Japanese) of Construction), vol.52, 4p. Ichimura Y., Vertical Load Tests of Micropiles Reinforced with Steel Proc. 2nd IWM 1999, Executive Japan 1999 Oshita T., Pipe Committee, Ube City, 6p. Sagara M. Ikemizu T. High Bearing Strength Micropile Method. Electric Power Civil Engineering, no. Japan 1999 et al. (in Japanese) 284, 3p. Ishida M. Bearing Capacity Characteristics of Piles of Proc. 54th Annual Conf. of the Japan Japan 1999 et al. Small Diameter Society of Civil Engineers, vol.3 (in Japanese) Kawamura M., Dynamic Stiffness Properties of Micropile Foundation Proc. 2nd IWM 1999, Executive Japan 1999 Jiang J.Q. Committee, Ube City, 10p. Kishishita T. Study on Flexural Capacity of Micropiles of Steel Tubes. Proc. 54th Annual Conf.of the Japan Japan 1999 et al. (Part 2) Soc. of Civil Engineers, vol.3 (in Japanese) 21

Kishishita T., Saito Dynamic Response Charactaristics of Structures with Proc. 2nd IWM 1999, Executive Japan 1999 E., Micropile Foundation System Committee, Ube City, 8p. Miura F. Miura F. State of the Art of Micropiles in Japan Proc. 2nd IWM 1999, Executive Japan 1999 Committee, Ube City, 9p. Miura K. Interactive Effect between Micropile and Footing in Proc. 34th Japan Nat. Conf. on Japan 1999 et al. Micropile Foundation. Geotechnical Engineering (in Japanese) Morikawa M., Centrifugal Model Tests on a Micropile Foundation - Part Proc. 2nd IWM 1999, Executive Japan 1999 Ohshita T., 2 Outline of the Model Tests Results and Conclusions Committee, Ube City, 4p. Ichikawa Y., Itani M., Sagara M. Murata H., Development of High Capacity Steel Tube Core for Proc. 2nd IWM 1999, Executive Japan 1999 Kurosaki K., Micropiles Committee, Ube City, 9p. Kobayashi Y., Ashiwara Y. Nakagawa K. Present State of Auxiliary Methods of Mountain Tunnel Proc. 2nd IWM 1999, Executive Japan 1999 Construction in Poor Ground Committee, Ube City, 6p. Nakahara I. Applications of Trevi Forepiling Methods in Proc. 2nd IWM 1999, Executive Japan 1999 Japan Committee, Ube City, 6p. Nakata Y., Experimental Study for Behavior of Micropile Foundation Proc. 2nd IWM 1999, Executive Japan 1999 Kishishita T. Committee, Ube City, 6p. Nishimura A. Summary of the Earthquake Resistant Design Standards Proc. 2nd IWM 1999, Executive Japan 1999 for Railway Structures Committee, Ube City, 17p. Oka K. Tunnel Foot Reinforcement Using Micropiles Proc. 2nd IWM 1999, Executive Japan 1999 Committee, Ube City, 10p. Okumatsu T. Micropile Projects in United States Proc. 2nd IWM 1999, Executive Japan 1999 Committee, Ube City, 2p. Sagara M. Centrifugal Model Experiment of Micropile Foundation Proc. 54th Annual Conf. of the Japan Japan 1999 et al. (in Japanese) Soc.of Civil Engineers, vol. 3 Sagara M. Piling Technology. Reinforcement of Foundation by Civil Engineering, vol. 54, no.8, 6p. Japan 1999 et al. Micropile Work Method (in Japanese) Sagara M., Oshita Centrifugal Model Tests on a Micopile Foundation -Part I Proc. 2nd IWM 1999, Executive Japan 1999 T., Ichikawa Y., Outline of the Large Centrifugal Force Loading Test Committee, Ube City, 4p. Itani M., Apparatus and Model Experiment Apparatus Morikawa M. 22

Saito Bending Properties of Micropiles Using Steel Pipes Proc. 54th Annual Conf. of the Japan Japan 1999 et al. (Part1) Soc. of Civil Engineers, Sept. (in Japanese) Tsubakawa M. et Load-Settlement Behavior of Spread Foundation Gijutu Houkoku Syuu (Proceedings of Japan 1999 al. Reinforced with Micropiles Japanese Geotechnical Society (in Japanese) Hokkaido Branch) Tsubakawa M. et Model Tests on Micropile Foundation Subjected to Proc.34th Japan Nat. Conf. on Japan 1999 al. Inclined Load on Sand. Geotechnical Engineering (in Japanese) Tsukada Y. Bearing Capacity Mechanism of Spread Footing Proc. of the Japan Geotechnical Japan 1999 et al. Reinforced with Micropiles on … Symposium (in Japanese) Tsukada Y. Model Tests on Micropile Foundation Subjected to Cyclic Proc. 34th Japan Nat.Conf. on Japan 1999 et al. Load on Sand. Geotechnical Engineering (in Japanese) Tsukada Y., Miura Experimental Investigation on the Improvement of Proc. 2nd IWM 1999, Executive Japan 1999 K., Tsubokura Y., Bearing Capacity of Surface Footing with Micropiles Committee, Ube City, 10p. Ishito M., Nishimura N., Ohtani Y., You G.L. Tsukada Y.; Miura Model Loading Tests of Micropile Foundation on Sand Japanese Geotechnical Soc., Journal Japan 1999 K.; Tsubokawa Y. Ground of Soil and Foundation, vol.47, no.1, (in Japanese) 4p. Watanabe N., Reinforcement of Foundations for Small Structures with Proc. 2nd IWM 1999, Executive Japan 1999 Sakamoto K. Micropiles: L-Shaped Retaining Wall and Snowshed Committee, Ube City, 6p. Foundations Yamagushi Second International Workshop on Micropiles, Ube City Proc. 2nd IWM 1999, Executive Japan 1999 University (Complete edition) Committee, Ube City Yamane T., Experimental Study for Flexural Behavior of Micropile Proc. 2nd IWM 1999, Executive Japan 1999 Togawa K. Body Committee, Ube City, 4p. Yuanyuan Z., Critical Load of a Micropile Considering Proc. 2nd IWM 1999, Executive Japan 1999 Miura F. Committee, Ube City, 7p. Liden H. The 'Odex'-Drilling Concept in Micropiling Application Proc. 2nd IWM 1999, Executive Sweden 1999 Committee, Ube City, 11p. Kulhawy F.H., Some Observations on Axial Compression Capacity of Proc. 2nd IWM 1999, Executive USA 1999 Jeon S-S. Micropiles Committee, Ube City, 4p. Mason J., Notes on Improvement and Underpinning Foundations of Proc. 2nd IWM 1999, Executive USA 1999 Kulhawy F.H. Historic Structures with Reticulated Micropiles Committee, Ube City, 4p. 23

Misra A., Micropiles for Seismic Retrofitting of Highway Proc. 2nd IWM 1999, Executive USA 1999 Oberoi R., Interchange Foundation Committee, Ube City, 9p. Kleiber A. De Cock F. Stabilization of a 8000 Tons Concrete Storage Silo with Proc. 3rd IWM Turku, Tampere Univ. of Belgium 2000 Micropiles Techn., Geotechnical Laboratory . Public.49; 7p. De Cock F., Development of Expanding Cement Grouts for Piles and Proc. 3rd IWM Turku, Tampere Univ. of Belgium 2000 Maerten A. Grout Anchors Techn., Geotechnical Laboratory Public.49; 9p. Ahonen J. Numa's Dual Fluid System- the Drilling Solution Proc. 3rd IWM Turku, Tampere Univ. of DT - drilling method, dual Finland 2000 Techn., Geotechnical Laboratory fluid system Public.49; 2p. Eronen S. RR-Piles Proc. 3rd IWM Turku, Tampere Univ. of DP - impact driven Finland 2000 Techn., Geotechnical Laboratory micropiles Public.49; 6p. Hartikainen J. Classification of Micropile Types Proc. 3rd IWM Turku, Tampere Univ. of RR - classification of Finland 2000 Techn., Geotechnical Laboratory micropiles Public.49; 14p. Heinonen J. Twin-Pipe Foundations Proc. 3rd IWM Turku, Tampere Univ. of DT - application, steel Finland 2000 Techn., Geotechnical Laboratory foundation Public.49; 2 p. Korkeakoski P. Geotechnical Bearing Capacity of Impact Driven Proc. 3rd IWM Turku, Tampere Univ. of RR - design, dimensioning Finland 2000 RR-Piles Techn., Geotechnical Laboratory Public.49; 2p. Korkeakoski P. Proceedings of IWM 2000, 3rd International Workshop Tampere Univ.of Techn., Geotechnical GO - proceedings, IWM 2000 Finland 2000 Kataja J. on Micropiles, Turku (complete edition) Laboratory, Publication 49 Korkeakoski P. Underpinning with Steel Pipe Piles. 25th Annual Meeting and 8th Int. Conf. DT - application underpinning, Finland 2000 Lehtonen, J., & Exhibition. DFI 2000 New York. Turku Heikinheimo R. Lehtonen J. Steel Pile Development in Northern Europe Baltic Geotechnics, Pärnu DT - micropile development, Finland 2000 overview Lehtonen J. Design of CSG Piles Proc. 3rd IWM Turku, Tampere Univ. of PD - impact driven, Finland 2000 Techn., Geotechnical Laboratory continuous grouting Public.49; 4p. Lehtonen, J., CSG Piles, a New Application for Micropiles and Soil 4th Int. Conf. on Ground Improvement DT - Simultaneous, Finland 2000 Korkeakoski P. Nailing, and Geosystems, Helsinki continuous grouting, micropiling, Tarkkonen J. Rotex Oy Symmetrix -Driller's Manual Proc. 3rd IWM Turku, Tampere Univ. of SR - DTH drilling, drilling bit Finland 2000 Techn., Geotechnical Laboratory Public.49; 7p. 24

Vehmas H. The City Hall of Porvoo Proc. 3rd IWM Turku, Tampere Univ. of AA - application, Porvoo Finland 2000 Techn., Geotechnical Laboratory Public.49; 2p. Frank R. Some Applications in France Based on the Result of Proc. 3rd IWM Turku, Tampere Univ. of France 2000 FOREVER; Techn., Geotechnical Laboratory Public.49; 4p. Frank R. Excerpts from IWM at Ube - European presentation Proc. 3rd IWM Turku, Tampere Univ. of France 2000 Techn., Geotechnical Laboratory Public.49; 11p. La Fonta J.-G. Real -Time Monitoring During Underpinning Works Proc. 3rd IWM Turku, Tampere Univ. of France 2000 Techn., Geotechnical Laboratory Public.49; 6p. Fukui J. PWRI collaboration project; Design Work in PWRI, Proc. 3rd IWM Turku, Tampere Univ. of Japan 2000 Design Manual Techn., Geotechnical Laboratory Public.49; 21 p. Ichimura Y., The Centrifugal Model Tests on Load Sharing between Proc. 3rd IWM Turku, Tampere Univ. of Japan 2000 Ishita T., the Existing Pile and the Micropile Techn., Geotechnical Laboratory Itani M., Public.49; 6p. Moriwaki M. Ichimura Y., The Applicability of for Micropile Proc. 3rd IWM Turku, Tampere Univ. of Japan 2000 Oshita T. Techn., Geotechnical Laboratory Public.49; 6p. Ichimura Y., The Centrifugal Model Tests on Load Sharing between Proc. 3rd IWM Turku, Tampere Univ. of Japan 2000 Ishita T., the Existing Pile and the Micropile Techn., Geotechnical Laboratory Itani M., Public.49; 6p. Moriwaki M. Ichimura Y., The Applicability of Statnamic Load Test for Micropile Proc. 3rd IWM Turku, Tampere Univ. of Japan 2000 Oshita T. Techn., Geotechnical Laboratory Public.49; 6p. Kimura K. Implementation Manual in Japan Proc. 3rd IWM Turku, Tampere Univ. of Japan 2000 Techn., Geotechnical Laboratory Public.49; 7p. Miura K., Model Investigation on the Bearing Capacity of Micropile Proc. 3rd IWM Turku, Tampere Univ. of Japan 2000 Otani Y., Foundation with Prestress Techn., Geotechnical Laboratory Ishito M., Public.49; 8p. You G.L. Miura K., Model Investigation on the Bearing Capacity of Micropile Proc. 3rd IWM Turku, Tampere Univ. of Japan 2000 Otani Y., Foundation with Prestress Techn., Geotechnical Laboratory Ishito M., Public.49; 8p. You G.L. 25

Moriwaki M. The Earthquake Strengthening Construction Case of the Proc. 3rd IWM Turku, Tampere Univ. of Japan 2000 Pier Foundation by Using the Micropile Techn., Geotechnical Laboratory Public.49; 4 p. Moriwaki M. The Earthquake Strengthening Construction Case of the Proc. 3rd IWM Turku, Tampere Univ. of Japan 2000 Pier Foundation by Using the Micropile Techn., Geotechnical Laboratory Public.49; 4 p. Klosinski B. Micropiles in Poland Proc. 3rd IWM Turku, Tampere Univ. of Poland 2000 Techn., Geotechnical Laboratory Public.49; 6p. Pettersson S.A. The Importance of Cement Grout in Micropiling Proc. 3rd IWM Turku, Tampere Univ. of Sweden 2000 Techn., Geotechnical Laboratory Public.49; 4p. Westerberg M., The Soilex Pile System Proc. 3rd IWM Turku, Tampere Univ. of Sweden 2000 Wetterling S. Techn., Geotechnical Laboratory Public.49; 7p. Biddle T. Composite Ground Floors and Minipiles for Housing Proc. 3rd IWM Turku, Tampere Univ. of U.K. 2000 Project; Minipile Load Test Database Interpretation Techn., Geotechnical Laboratory Public.49; 14 p. Turner M.J. Micropile Practice in the UK Proc. 3rd IWM Turku, Tampere Univ. of U.K. 2000 Techn., Geotechnical Laboratory Public.49, 6p. Woodfield P. Branlow Foundation Solutions Proc. 3rd IWM Turku, Tampere Univ. of U.K. 2000 Techn., Geotechnical Laboratory Public.49; 5p. Armour T. American Micropile Practice Proc. 3rd IWM Turku, Tampere Univ. of USA 2000 Techn., Geotechnical Laboratory Public.49; 37p. Bruce D.A. Full Scale Field Tests on Single Micropiles and Networks Proc. 3rd IWM Turku, Tampere Univ. of USA 2000 of Micropiles of Titan and Expander Body Type Techn., Geotechnical Laboratory Public.49; 4p. Juran I., Engineering Analysis of the Dynamic Behavior of Proc. 3rd IWM Turku, Tampere Univ. of USA 2000 Benslimane A., Micropile Systems Techn., Geotechnical Laboratory Hanna S. Public.49; 20p. Long J. H., Micropiles for Seismic Retrofits. Univ. Illinois, Illinois, Technical USA 2000 Hunt T. E., Memorandum for PWRI Japan Leoro B. W. Traylor R. Micropiles in the USA Proc. 3rd IWM Turku, Tampere Univ. of USA 2000 Techn., Geotechnical Laboratory Public.49; 6 p. 26

Zubeck H. Helical Piers in Frozen Ground Proc. 3rd IWM Turku, Tampere Univ. of USA 2000 Techn., Geotechnical Laboratory Public.49; 5 p. Eronen S. Drilled Steel Pipe Piles in Underpinning and Bridge Lisensiaatintyö, pp170 DT - application, steel Finland 2001 Foundations foundation, underpinning of houses Finnish Road Instructions for Drilled Piling Design and Execution Edita Prima Oy Helsinki 2003, 71p. SR - guideline, instruction, Finland 2001 Administration Guide design, execution, road Guidelines for design and implementation administration Lehtonen J. Design and Execution of CSG Piles TTKK:n paaluseminaari, TUT, SR - simultaneous, Finland 2001 continuous grouting Lehtonen J., Shaft Bearing Micropiles lisensiaatin tutkimus, Tampereen RR - simultaneous, Finland 2001 teknillinen korkeakoulu, pohja- ja continuous grouting maarakenteiden laboratorio Lehtonen J., Finnish Experiences from Superstructures Supported Proc. 15th ICSMGE Istanbul DT - direct load on Finland 2001 Rantala J., Eronen Directly on Steel Piles micropiles, bridge S., Koskinen M. superstructure Francis R., Comportement de pieux modèles soumis à des Proc.15ème ICSMG, Istanbul, Turkey, France 2001 Le Kouby A., chargements cycliques août, Vol.2, 3 p. Canou J., Dupla J.-C. Ousta R., Three-dimensional analysis of the seismic behavior of “Int. Journal for Numerical and France 2001 Shahrour I., micropiles used in the reinforcement of saturated soils Analytical Methods in Geomechanics”, No 25, 14 p Plumelle C., Différentes approches du comportement des groupes et Proc. 15ème ICSMG, Istanbul, Turkey, France 2001 Gangneux P., des réseaux de micropieux, en modèle réduit, en modèle Vol.3, 7 p. (version incomplète) et en : Frank R., Canou centrifugé et en vraie grandeur «Recherche et innovation en génie J., Estephan R., civil, les entretiens du RGCU», Revue Foray P. , Garnier française de génie civil, vol. 6, Hors J. série 2002, 22 p.

Sadek M., Étude du comportement des micropieux sous Congrès Français de Mécanique, France 2001 Shahrour I. chargement sismique Nancy, Sept., CD, papier No 522, 5 p

Shahrour I., Analyse du comportement dynamique des micropieux Revue «Travaux», No 772, p.39 France 2001 Sadek M., utilisés comme éléments de fondations Ousta R. 27

Shahrour I., Three-dimensional finite element modeling of the “Transportation Research Record”, France 2001 Sadek M., seismic behavior of micropiles used as foundation Journal of the Transportation Ousta R. support elements" Research Board, Record 1772, Dec., USA, 7 p Falk E. Micropiles as Part of an Eye-catching Underpinning in Mitteilung des Instituts für Grundbau Germany 2001 the Center of Lisbon und Bodenmechanik der Technischen - Kleinbohrpfähle als Elemente einer spektakulären Universität Braunschweig, Heft Unterfangung im Zentrum von Lissabon (Publ.)65 Weber K. The Novel Micropile Soil-Jet-GEWI Mitteilung des Instituts für Grundbau Germany 2001 - Neuartiger Verpreßpfahl System Soil-Jet-GEWI und Bodenmechanik der Technischen Universität Braunschweig, Heft (Publ.)65 Kishishita T. Shaking Table Test of an Existing Foundation Reinforced Fujita Technical Research Report, no. Japan 2001 et al. with Micropiles 37; 8p. (in Japanese) Sagara M. Lateral Loading Test for a Model of Micropiles Fujita Technical Research Report, no. Japan 2001 et al. Foundation on Slope Ground 37; 6p. (in Japanese) Sagara M. Research Concerning Application of Micropile Fujita Technical Research Report, no. Japan 2001 et al. Foundation on Mountains 37, 6p. (in Japanese) Cadden A.W., Micropiles in Karst: a Case History of Difficulties and Foundation and Ground Improvement, USA 2001 Bruce D.A., Success Proc. of Specialty Conf., ASCE Ciampitti L.M. Blacksburg, VA, June, Geotechnical Special Publ. No.113, 12 p DFI Micropile Guide to Drafting a Specification for Deep Foundations Institute, Oct., 37 p USA 2001 Committee High Capacity Drilled and Grouted Micropiles for Structural Support Mason, J.A, Lizzi’s structural system retrofit with US DOT, Transportation Research USA 2001 Bruce, D.A. reticulated internal reinforcement method Record, No. 1772: p.107-114 Walkington R., Drilled and Grouted Pipe Pile Foundation for Department Proc. 26th Annual Meeting, Deep USA 2001 Wolosick J. R. of Energy - Spallation Neutron Foundations Institute, et al. Source Target Building, Oak Ridge, Tennessee St. Louis, MO, 10 p. Aschenbroich H. Injection Boring Titan Micropiles for Structural Support Proc. 4th IWM 2002, Venice, on CD, Canada 2002 and Seismic Applications in North America ADSC Tech.Library, Dallas TX, USA, 45pp-f 28

Borel S. Paramètres de dimensionnement et paramètres de Proc. Int. Symp. Identification et France 2002 prévision du comportement réel d'un ouvrage : l'exemple détermination des paramètres des sols du comportement d'un mur antibruit et des roches pour les calculs géotechniques, PARAM 2002, Paris, Sept. Cyna H., FOREVER Operation du Réseau Génie Civil et France 2002 Schlosser F., Synthèse des résultats et recommandations du Projet Urbain, Frank R., National sur les micropieux IREX, Septembre 2002, Plumelle C., (Synthesis of the Results and Recommendations of the 308p. Estephan R., French National Project on Micropiles) Altmayer F., (1993-2001), Goulesco N., Chapitres (Chapters) 1 – 5 : Juran I., – Techniques Maurel C., – Comportement élémentaire des micropieux Shahrour I., (Elementary behavior of micropiles) Vezole P. – Groupes de micropieux English Translation: (Groups of micropiles) ICGI, Polytechnic University, Brooklyn, Translation : – Réseaux de micropieux N.Y., USA, 2004 Juran I., (Networks of micropiles) for: Jahir H., – Comportement sismique des micropieux - DOT, FHWA, Washington, D.C., USA Weinstein G., (Seismic behavior of micropiles) - ADSC, Dallas TX, USA Sourisseau L. Estephan R. Contributions aux méthodes de calcul des groupes et Thèse de Doctorat de l’ ENPC France 2002 des réseaux de micropieux. Sadek M.; Three-dimensional finite element analysis of the NUMGE 2002, Paris, Sept. France 2002 Shahrour I. seismic behavior of inclined micropiles Schlosser F., The French National Project FOREVER 1993 -1999 Proc. IWM 2002, Venice, on CD-ROM, France 2002 Frank R., Soil Reinforcement by Micropile Systems ADSC Tech.Library, Dallas TX, USA, Juran I., 22pp-f Estephan R. Shahrour I. Numerical Modeling of the Seismic Behavior of Proc. IWM 2002, Venice, on CD-ROM, France 2002 Micropiles ADSC Tech.Library, Dallas TX, USA, 13pp-f Shahrour I., Numerical Study of the Consolidation around Micropiles Journal “Ground Improvement” Vol. 6, France 2002 Ata N. Submitted to Lateral Loading No.1, 8 p 29

Deman F., Egner The Retrofitting of 2 Rail Bridges Crossing the Mosel Proc. 17. Christian Veder Kolloquium, Germany 2002 R., River by means of Grouting and Micropiles for Securing Technische Universität Graz, Austria Groß T., against Ship Collision Jullien W. - Die Ertüchtigung zweier Bahnbrücken über die Mosel mittels Injektionen und Kleinbohrpfählen zur Sicherung gegen Schiffsanprall. Schürmann A. Special Solutions for Underpinning and Retrofitting with Lehrstuhl und Prüfamt für Grundbau, Germany 2002 Micropiles Bodenmechanik und Felsmechanik, - Sonderlösungen für Unterfangungen und TU München, Heft (Publ.)32 Nachgründungen mit Mikropfählen Schwarz P. Bearing Behaviour of Micropiles under Cyclic Axial Lehrstuhl und Prüfamt für Grundbau, Germany 2002 Loading Bodenmechanik und Felsmechanik, - Beitrag zum Tragverhalten von Verpresspfählen mit TU München, Heft (Publ.)33 kleinem Durchmesser unter axialer zyklischer Belastung Wichter L.., Experiences Collected from the Use of Prestressed Final Report Schlussbericht, Germany 2002 Joppa E., Ground Anchors and Micropiles for Permanent Fraunhofer IRB Verlag Stuttgart 2002, Löer R. Anchorages 96p., ISBN: 3-8167-6516-5 - Erfahrungen aus dem Einsatz von vorgespannten Verpressankern und Verpresspfählen für Dauerverankerungen. Carrieri G., Twenty Years of Experience in the Use of the Umbrella- Proc. 4th IWM 2002, Venice, on CD- Italy 2002 Fiorotto R., arch Method of Support for Tunnelling ROM, ADSC Tech.Library, Dallas TX, Grasso P., USA, 15p and 34pp-f Pelizza S. Fiorotto R., IWM 2002 4th International Workshop on Micropiles, Proc. 4th IWM 2002, Venice, on CD- Italy 2002 Bruce M.E. Venice (complete edition) ROM, ADSC Technical Library, Dallas TX, USA Hoshiya M., Probability Study for a High-Capacity Micropile Bearing Proc. IWM 2002, Venice, on CD, Japan 2002 Otani Y. Mechanism ADSC Tech.Library, Dallas TX, USA, 16pp-f Itani M., Centrifuge model test on pile group effect of pile Proc. 4th IWM 2002, Venice, on CD, Japan 2002 Kawamura T., foundation reinforced by micropile ADSC Tech.Library, Dallas TX, USA, Onodera S., 8p. and 34pp-f Oshita T. Kishishita T., Liquidizing Model Shaking Table Test of an Existing Proc. 4th IWM 2002, Venice, on CD, Japan 2002 Oshita T., Foundation Reinforced with Micropiles ADSC Tech.Library, Dallas TX, USA, Fukui J., 10p. and 9pp-f Saito E., Sagara M. 30

Kishishita T. Liquidizing Model Shaking Table Test of an Existing Proc. Japan Japan 2002 et al. Foundation Reinforced Symposium (in Japanese) Nishitani M., Horizontal Loading Tests on Model Foundations Proc. 4th IWM 2002, Venice, on CD, Japan 2002 Fukui J., Retrofitted by Micropiles ADSC Tech.Library, Dallas TX, USA, Umebara T. 38pp-f Otani Y. Probability Study for a High - Capacity Micropile Bearing Journals of the Japan Society of Civil Japan 2002 et al. Mechanism Engineers, no.715, 12p. (in Japanese) Sagara M., In-situ Load Test of High Capacity Micropile Foundation Proc. 4th IWM 2002, Venice, on CD, Japan 2002 Shito K., on Mountain Ground ADSC Tech.Library, Dallas TX, USA, Igase Y., 6p and Ohashi G., 28pp-f Saito E., Sasaya T., Hatano T., Maeda Y. Wetterling S. Soilex Casing Pile Proc. 4th IWM 2002, Venice, on CD, Sweden 2002 ADSC Tech.Library, Dallas TX, USA, 4p Woodfield P. Hybridpile Applications Proc. 4th IWM 2002, Venice, on CD, U.K. 2002 ADSC Tech.Library, Dallas TX, USA, 6pp-f Armour T. Hewlett Packard Building 5 Seismic Upgrade Corvallis, Proc. 4th IWM 2002, Venice, on CD, USA 2002 Oregon, USA ADSC Tech.Library, Dallas TX, USA, 14pp-f Bruce D.A., Full Scale Field Tests on Single Micropiles and Proc. 4th IWM 2002, Venice, on CD, USA 2002 Weinstein G. Groups/Networks of Titan Micropiles and Future ADSC Tech.Library, Dallas TX, USA, Initiatives 13pp-f Cadden A.W. Dulles Airport Caisson Augmentation Micropiles Save Proc. 4th IWM 2002, Venice, on CD, USA 2002 Drilled Shafts ADSC Tech.Library, Dallas TX, USA, 13pp-f Cadden A.W., Buckling of Micropiles: A Review of Historic Research ADSC-IAF Micropile Committee, USA 2002 Gómez J. and Recent Experiences ADSC Technical Library TL175, Dallas TX, 19 p Finno R. Research at Northwestern University: End-bearing Proc. 4th IWM 2002, Venice, on CD, USA 2002 Micropiles in Dolomite ADSC Tech.Library, Dallas TX, USA, 30pp-f 31

Hadzariga M. Richmond/San Rafael Bridge High Capacity Micropile Proc. 4th IWM 2002, Venice, on CD, USA 2002 Construction ADSC Tech.Library, Dallas TX, USA, 20pp-f Hayward Baker Micropile Retaining Walls Proc. 4th IWM 2002, Venice, on CD, USA 2002 1.) Blue Trail Landslide Alpine, Wyoming ADSC Tech.Library, Dallas TX, USA, 2.) I-271 Northbound Landslide Repair 42 pp-f Iovino P. The Central Artery / Tunnel Project Contract C09C1 - Proc. 4th IWM 2002, Venice, on CD, USA 2002 Drilled Micropiles ADSC Tech.Library, Dallas TX, USA, 16pp-f Kulhawy F.H., Some Observations on Micropile Behavior – Single, Proc. 4th IWM 2002, Venice, on CD, USA 2002 Mason J. Group, Reticulated Network ADSC Tech.Library, Dallas TX, USA, 23p. Mason J. Mechanics of Reticulated Micropile Group (rmg) Proc. 4th IWM 2002, Venice, on CD, USA 2002 Behavior ADSC Tech.Library, Dallas TX, USA, 22p. Mason J. A Discussion of Lizzi’s Design of a Reticulated Retaining Proc. 4th IWM 2002, Venice, on CD, USA 2002 Wall ADSC Tech.Library, Dallas TX, USA, 37pp-f Shahrour I., Seismic Behavior of Micropile Systems Proc. 4th IWM 2002, Venice, on CD, USA 2002 Juran I., Centrifugal Model Studies and FE Analysis ADSC Tech.Library, Dallas TX, USA, Hanna S. 25pp-f Vanderpool W. Micropile Response to Hector Mine Earthquake Proc. 4th IWM 2002, Venice, on CD, USA 2002 (10/16/1999) ADSC Tech.Library, Dallas TX, USA, 14p. and 18pp-f Wolosick J.R.,, Reticulated Minipile Walls for Landslide Stabilization Proc. 4th IWM 2002, Venice, on CD, USA 2002 Turner J., Snake River Canyon, Wyoming ADSC Tech.Library, Dallas TX, USA, Hasenkamp R. 13p. Wolosick, J. R., Micropile Stabilization of Interstate Highway Bridge Pier, 27th Annual Southwest Geotechnical USA 2002 Nufer, P. J., Troup County, Georgia Engineers Conf., Scottsdale, AZ, Alderfer P. L. Arizona DOT, 14 p. Samchek G. Western Canada Micropiles Proc. 5th IWM 2003, Seattle, on CD, Canada 2003 ADSCTech.Library, Dallas TX, USA, 45 pp-f Eronen S., Drilled Steel Pipe Piles in Effective Bridge Construction Proc. 13th European Conf. on SMGE, DT - direct load on micropiles, Finland 2003 Hartikainen J Prague 2003. Vol. 2. pp140-146 bridge superstructure Hartikainen J., Effective Steel Foundation System for Detached and Proc. 13th European Conf. on SMGE, DT - direct load on Finland 2003 Pitkänen J., Row Houses Prague 2003. Vol. 2. pp179-184 micropiles, bridge Jokiniemi H. superstructure 32

Lehtonen J. Side Grip Piling, a New Method for Impact Driving of Proc. 13th European Conf. DT - impact driving, Side Finland 2003 Micropiles on SMGE, Prague Grip Method Lehtonen J. State of Micropile Knowledge in Nordic Countries Proc. IWM 2003 Seattle, on CD, ADSC GO - education, overview Finland 2003 Tech.Library, Dallas TX, USA Lehtonen J. Real Estate Management Strategy and Underpinning Proc. IWM 2003 Seattle, on CD, ADSC GO - underpinning, owner´s Finland 2003 Tech.Library, Dallas TX, USA interest Lehtonen J. Finnish PRIMA –Technology Program in Foundation Proc. IWM 2003 Seattle, on CD, ADSC GO - development of Finland 2003 Engineering and Soil Mechanics with Special Emphasis Tech.Library, Dallas TX, USA micropiles in Finland on Micropiles Lehtonen J. Micropiles and Underpinning Education at Turku Proc. IWM 2003 Seattle, on CD, ADSC GO - education, overview Finland 2003 Polytechnic Tech.Library, Dallas TX, USA Lehtonen J., Grouting of Micropiles in Scandinavia. Proc. 3rd Int. Conf. on Grouting and DT - grouted micropiles, Finland 2003 Aronsson S. Ground Treatment, DFI, New Orleans drilled, impact driven Estephan R., Effet d'inclinaison des micropieux dans un groupe. Proc. 13th ECSMG, Prague, August, France 2003 Frank R., Degny Approche par une méthode hybride vol. 2, pp. 541-546. E. Frank R. Axial Resistance of Micropiles: from French to Eurocode Proc. IWM 2003, Seattle, on CD-ROM, France 2003 Design ADSCTech.Library, Dallas TX, USA, 11 pp-f Le Kouby A. Etude du comportement mécanique de micropieux sous Thèse de Doctorat de l’ ENPC France 2003 chargements monotones et cycliques verticaux. Sadek M. Development of an Incorporated Beam Element: Thèse de doctorat, Université des France 2003 (Machhour) Application on the Analysis of Micropiles Groups and Sciences et Technologies de Lille, Networks Juillet 2003 - Développement d’un Elément Poutre Incorporée - Application à l’étude des groupes et des réseaux de micropieux Sadek M., Influence de l'inclinaison des micropieux sur leur Proc. Congrès Français de France 2003 Shahrour I. comportement sismique Mécanique, Nice, Vol.1, 8p Sadek Marwan Etude numérique du comportement des micropieux sous Thèse de doctorat, Université des France 2003 chargement sismique : Analyse de l’effet de groupe et de Sciences et Technologies de Lille, l’inclinaison Juillet 2003 Shahrour I., Comportement sismique des micropieux Aspects Dynamiques et Vibratoires en France 2003 Juran I. Génie Civil, 6ième Colloque National de Génie Parasismique, Palaiseau, juillet, Vol.1, 8 p 33

Dietz Klaus „Ductile Piles“ – an Alternative for Micropiles? Mitteilung des Instituts für Grundbau Germany 2003 - „Duktile Pfähle“ - Alternative zu Verpresspfählen? und Bodenmechanik der Technischen Universität Braunschweig; Heft (Publ.)71, 10 p Itani M., Outline of the Execution Manual for Seismic Retrofitting Proc. 5th IWM 2003, Seattle, on CD, Japan 2003 Oshita T., of Existing Pile Foundations ADSCTech.Library, Dallas TX, USA, Onodera S. with High Capacity Micropiles 39 pp-f Kishishita T. Dynamic Behavior of an Existing Foundation Reinforced Journals of the Japan Society of Civil Japan 2003 et al. with Micropiles Engineers no.745, 12p. (in Japanese) Kishishita T. Seismic Retrofitting of the Existing Pile Foundation Using Tsuchi-to-Kiso (Journal of Soil and Japan 2003 et al. High -Capacity Micropiles Foundation), vol.51, no.3, 3p. (in Japanese) Miura K. Field Loading Test on Micropile Foundation Regarding Proc. 5th IWM 2003, Seattle, on CD, Japan 2003 the Effect of Prestress ADSCTech.Library, Dallas TX, USA, 23 pp-f Miura K., Model Loading Tests on the Footing Reinforced with Proc. 5th IWM 2003, Seattle, on CD, Japan 2003 Tsukada Y., Prestressed Micropiles ADSCTech.Library, Dallas TX, USA, Otani Y., 6p. Ishito M., You G-L Otani Y., Application of High - Capacity Micropiles for Seismic Proc. 5th IWM 2003, Seattle, on CD, Japan 2003 Hoshiya M. Retrofitting of Existing Water Service Tower in Japan ADSCTech.Library, Dallas TX, USA, 17pp-f Otani Y., Large-scaled Field Loading Test on the Footing Proc. 5th IWM 2003, Seattle, on CD, Japan 2003 Miura K., Reinforced with Prestressed Micropiles ADSCTech.Library, Dallas TX, USA, Tsukada Y. 6p. Public Works Design and Execution Manual for Seismic Proc. 5th IWM 2003, Seattle, on CD, Japan 2003 Research Institute Retrofitting of Existing Pile Foundations ADSCTech.Library, Dallas TX, USA, with High Capacity Micropiles 118p. Sagara M., In-site Load Test of High Capacity Micropiles Foundation Proc. 5th IWM 2003, Seattle, on CD, Japan 2003 Shito K., on Mountain Ground (2nd) ADSCTech.Library, Dallas TX, USA, Igase Y., 35 pp-f Ohashi G., Saito E., Sasaya T., Hatano T., Maeda Y. 34

Umebara T., Outline of Design Manual for Seismic Retrofitting of Proc. 5th IWM 2003, Seattle, on CD, Japan 2003 Fukui J., Existing Pile Foundations with High Capacity Micropiles ADSCTech.Library, Dallas TX, USA, Ishida M. 22 pp-f Yamane T. Construction Examples in Japan High Capacity Micropile Proc. 5th IWM 2003, Seattle, on CD, Japan 2003 ADSCTech.Library, Dallas TX, USA, 20pp-f Ansari N., Credit Valley Hospital Pre-loaded Micropiles for Vertical Proc. 5th IWM 2003, Seattle, on CD, USA 2003 Bruce J. Expansion of Parking Garage ADSCTech.Library, Dallas TX, USA, 24 pp-f Bruce D.A. A Little Reminder on The Proper Selection of Micropile Proc. 5th IWM 2003, Seattle, on CD, USA 2003 Drilling Technique ADSCTech.Library, Dallas TX, USA, 19pp-f Bruce D.A. Ground Improvement Technology Micropiles FHWA Proc. 5th IWM 2003, Seattle, on CD, USA 2003 Short Course ADSCTech.Library, Dallas TX, USA, 14 pp-f Bruce D.A., IWM 2003 5th International Workshop on Micropiles, Proc. 5th IWM 2003, on CD-ROM, USA 2003 Bruce M.E. Seattle,WA (complete edition) ADSC Technical Library, Dallas TX, USA Mason J. Lizzi’s Philosophy. Concepts to Practice Proc. 5th IWM 2003, Seattle, on CD- USA 2003 (Lizzi Lecture) ROM, ADSCTech.Library, Dallas TX, USA, 40p. Smith G. Rehabilitation of a Sinking Townhome Proc. 5th IWM 2003, Seattle, on CD, USA 2003 ADSCTech.Library, Dallas TX, USA, 49 pp-f Wolosick J.R. Ultra High Capacity Load Test Proc. 5th IWM 2003, Seattle, on CD, USA 2003 On a Micropile ADSCTech.Library, Dallas TX, USA, 18 pp-f Wolosick J.R. Educating Academia: A Design/Build Contractor’s Proc. 5th IWM 2003, Seattle, on CD, USA 2003 Perspective ADSCTech.Library, Dallas TX, USA, 24 pp-f Ansari N., Performance and Instrumentation of Micropiles for a Proc. 6th IWM 2004, Tokyo, on CD, AA -.load capacity Canada 2004 Janes M., Paper Mill Expansion ADSC Tech.Library, Dallas TX, USA, enhancement of a pier Ramirez D., 15 pp-f foundation Bruce J. Bruce J. Pre-loaded Micropiles at Credit Valley Hospital – Proc. 6th IWM 2004, Tokyo, on CD, ES - a repair work with Canada 2004 …..Revisited ADSC Tech.Library, Dallas TX, USA, micropiles 14 pp-f 35

Kast G. Micropiles in in Canada and USA by DSI Proc. 6th IWM 2004, Tokyo, on CD, ES - 2 construction sites in Canada 2004 ADSC Tech.Library, Dallas TX, USA, arctic regions 25 pp-f Kast G. Micropile Projects by DSI Canada Ltd. Proc. 6th IWM 2004, Tokyo, on CD, ES - 7 construction sites with Canada 2004 ADSC Tech.Library, Dallas TX, USA, Dywidag micropiles 46 pp-f CEN TC 288 European Standard EN 14199:2004 Execution of special Secrétariat: AFNOR, European 2004 geotechnical works – Micropiles 93571 Saint-Denis La Plaine Cedex, Community Date: 2004-12 France Koskinen M., The PYRAMIT Project Proc. IWM 2004, Tokyo, on CD, ADSC AA, AR Finland 2004 Rantala J. Tech.Library, Dallas TX, USA, 15 pp-f - field tests of Titan, RD piles; micropile foundations, vertically large, slender structures Lehtonen J. Introduction to Micropile Activities in Nordic Countries Proc. IWM 2004, Tokyo, on CD, ADSC GO – applications, Nordic Finland 2004 Tech.Library, Dallas TX, USA, 7 pp-f countries

Lehtonen J. Quality Assurance of Drilled Micropiles in Finland Proc. IWM 2004, Tokyo, on CD, ADSC SR – instructions, drilled Finland 2004 Tech.Library, Dallas TX, USA, 12 pp-f piling, guidelines for design and implementation Lehtonen J. DATU, Database on Turku Underpinning Projects Proc. IWM 2004, Tokyo, on CD, ADSC GT – applications, database Finland 2004 Tech.Library, Dallas TX, USA, 28 pp-f Turku Lehtonen J., The PYRAMIT Project and the Latest Laboratory Tests of Proc. IWM 2004, Tokyo, on CD, ADSC AA, AR - laboratory tests, rd / Finland 2004 Harjula M. Micropiles at TUT Tech.Library, Dallas TX, USA, 28 pp-f rr csg piles, shaft resistance, loose soil material Estephan R., Analyse du comportement d'un réseau élémentaire de Proc. Int. Geot.Colloquium, Beyrouth, France 2004 Frank R. micropieux : effet de l'inclinaison May, pp.573-578.

Frank R. Present Issues in Design and Construction of Micropile Proc. IWM 2004, Tokyo, on CD, ADSC SR - standards and effects of France 2004 Systems Tech.Library, Dallas TX, USA, 17 pp-f execution Sadek M., Three-dimensional Finite Element Analysis of the Soil Dynamics and Earthquake France 2004 Shahrour I. Seismic Behavior of Inclined Micropiles Engineering 24 (2004) 473–485 Sadek M., Analysis of the Influence of Micropile Inclination on their Proc. Int. Conf. on Geotechnics, France 2004 Shahrour I., Response to Lateral Loading Beyrouth 2004 , ISBN 9953-0-02552- Mroueh H. - Analyse de l’influence de l’inclinaison des micropieux 5, pp. 323 – 328 sur leur réponse à un chargement latéral Schlosser F., Contribution to Session on : Proc. IWM 2004, Tokyo, on CD, ADSC GT - site result, curves derived France 2004 Frank R. - case histories, and Tech.Library, Dallas TX, USA, 18 pp-f from big quantity of test results - strategies for database construction 36

Schlosser F. Practice and Research on Micropile Groups and Proc. IWM 2004, Tokyo, on CD, ADSC GT- practice and research, France 2004 Networks Tech.Library, Dallas TX, USA, 53 pp-f groups and networks, recent developments, examples Shahrour I., Juran Seismic Behavior of Micropile Systems Ground Improvement Journal, Vol. 8, France 2004 I. Issue 3, pp. 109-120, Herbst T.F. A Further Step to the Data Base on Micropiles Proc. 6th IWM 2004, Tokyo, on CD, GO - proposal for a lay-out of a Germany 2004 ADSC Tech.Library, Dallas TX, USA, data base 24 pp-f Herbst T.F. International List of References for Micropiles Proc. 6th IWM 2004, Tokyo, on CD, GO - Data base : 37 pages, Germany 2004 ADSC Tech.Library, Dallas TX, USA, 363 entries, status 16.06.2004 37p. Ischebeck E.F. From Pipe Roofing to Composite Pile Roofing – First Proc. 6th IWM 2004, Tokyo, on CD, DT - design and application for Germany 2004 Site Experiences with Micropiles TITAN 40/16 ADSC Tech.Library, Dallas TX, USA, tunnel roofing 15 pp-f Rebstock D. Hypoplastic Simulation of Piles and Column Proc. 16th European Young RR - research Germany 2004 Foundations. Geotechnical Engineers Conference EYGEC,. ÖIAV, Wien.(eds. H. Brandl, F. Kopf), S.303-312. Vogt N. Buckling of Micropiles in Soils with Low Shear Strength, Proc. 6th IWM 2004, Tokyo, on CD, RR - research and laboratory Germany 2004 Theory and Actual State of Experimental Research ADSC Tech.Library, Dallas TX, USA, full scale tests 39 pp-f Wimmer H., Analysis of Bearing Load of Micropiles in Soft Cohesive Journal Bautechnik, 81. Jahrgang, Heft RR Germany 2004 Ettinger R. Soils 5, Ernst & Sohn Verlag, pp. 353-356. - Traglastberechnung von schlanken Verpresspfählen in weichen bindigen Böden Fukui J. Micropiles in Japan Proc. 6th IWM 2004, Tokyo, on CD, RR, AS - design, research, Japan 2004 ADSC Tech.Library, Dallas TX, USA, application in Japan 43 pp-f Ishida M. Specifications for Proc. 6th IWM 2004, Tokyo, on CD, SR - seismic design Japan 2004 Highway Bridges ADSC Tech.Library, Dallas TX, USA, requirements 13 pp-f Maruyama O., Probability Study for a High-Capacity Micropile Proc. 6th IWM 2004, Tokyo, on CD, AR,PD - conventional to partial Japan 2004 Hoshiya M., Horizontal Bearing Mechanism ADSC Tech.Library, Dallas TX, USA, factor design for compression Otani Y. 17 pp-f and horizontal loads Morimasa S. Topics on Micropiles in Japan Proc. 6th IWM 2004, Tokyo, on CD, AS - 2 construction exemples, Japan 2004 ADSC Tech.Library, Dallas TX, USA, 12 pp-f 37

Otani Y., Construction of Data Base Proc. 6th IWM 2004, Tokyo, on CD, GT - data-base for better Japan 2004 Hoshiya M. for High-Capacity Micropile Method ADSC Tech.Library, Dallas TX, USA, design 12 pp-f Sagara M., Quality Control of High Capacity Micropiles Proc. 6th IWM 2004, Tokyo, on CD, AS - seismic retrofit Japan 2004 Hayashi J. ADSC Tech.Library, Dallas TX, USA, construction of a service water 26 pp-f pond at kameido in tokyo Yamane T. Micropile to Concrete Connection Proc. 6th IWM 2004, Tokyo, on CD, DT - micropile – precast Japan 2004 ADSC Tech.Library, Dallas TX, USA, concrete element connection 12 pp-f Videoclip: Bridge construction under rail traffic in Spain Proc. 6th IWM 2004, Tokyo, on CD, ES - bridge construction under Spain 2004 (Barcelona –Zaragoza line) ADSC Tech.Library, Dallas TX, USA, rail traffic winamp Turner M. Micropiles – UK Trends Proc. 6th IWM 2004, Tokyo, on CD, GT - application trends U.K. 2004 ADSC Tech.Library, Dallas TX, USA, 13 pp-f Turner M. Pile Testing Proc. 6th IWM 2004, Tokyo, on CD, RR - values from load tests U.K. 2004 ADSC Tech.Library, Dallas TX, USA, related to pile length 18 pp-f Turner M. Pile Testing Proc. 6th IWM 2004, Tokyo, on CD, RR - comparison between U.K. 2004 (Dynamic ) ADSC Tech.Library, Dallas TX, USA, static and dynamic load tests 19 pp-f Woodfield P. Branlow Piling Solutions Proc. 6th IWM 2004, Tokyo, on CD, AA - examples of 3 U.K. 2004 ADSC Tech.Library, Dallas TX, USA, construction sites 7 pp-f Armour, T.A. State of California Food & Agriculture Building Proc. 6th IWM 2004, Tokyo, on CD, AS - seismic retrofit USA 2004 Renovation ADSC Tech.Library, Dallas TX, USA, 19 pp-f Bruce D. A., Quality Assurance and Monitoring Proc. 6th IWM 2004, Tokyo, on CD, ES - qa/qc strategies USA 2004 Weinstein G.M. of Micropiles ADSC Tech.Library, Dallas TX, USA, 7 pp-f Bruce D.A. Development of ADSC-FHWA Micropile Teaching Proc. 6th IWM 2004, Tokyo, on CD, GO - courses on micropiles USA 2004 Module into NHI Course ADSC Tech.Library, Dallas TX, USA, (non technical) 13 pp-f Cadden A., Micropile Bond Strength to Concrete Fundamental Full Proc. 6th IWM 2004, Tokyo, on CD, RR - bond tests with grout USA 2004 Gomez J. Scale Test Program, Preliminary Results ADSC Tech.Library, Dallas TX, USA, 11 pp-f Gómez J., Buckling of Micropiles, The “Ghost”? ADSC Journal “Foundation Drilling”, USA 2004 Cadden A.W. Febr. 2004, 6p. 38

Jeon, S. Interpretation of load tests on micropiles Geotechnical Engineering, ICE, 157 USA 2004 (GE2), p. 85-90 Loehr J.E. Calibration of Design Methods for Slope Stabilization Proc. 6th IWM 2004, Tokyo, on CD, RR - investigation of safety USA 2004 and Earth Retention ADSC Tech.Library, Dallas TX, USA, factor 19 pp-f Parra, J.R., Sources of Uncertainty in Lateral Resistance of Slender Proc.of Geo-Support 2004: J.P. Turner USA 2004 Ang E.C., Reinforcement Used for Slope Stabilization and P.W. Mayne, Editors, ASCE, GSP Loehr J.E. 124, pp. Parra, J.R., Sources of Uncertainty in Lateral Resistance of Proc. Geo-Support 2004: J.P. USA 2004 Ang E.C., Slender Reinforcement Used for Slope Turner and P.W. Mayne, Loehr J.E. Stabilization Editors, ASCE, GSP 124, pp. Russo, G. Full-scale tests on instrumented micropiles Geotechnical USA 2004 Engineering, ICE, 157 (GE3), p.127- 135 Wolosick J.R. Micropile Foundations Proc. 6th IWM 2004, Tokyo, on CD, AA - project report USA 2004 Johnson City Medical Center ADSC Tech.Library, Dallas TX, USA, Johnson City, Tennessee 24 pp-f Wolosick J.R. Micropiles State of the Art Report Proc. 6th IWM 2004, Tokyo, on CD, GO - no technical report USA 2004 Research and Practice Issues USA ADSC Tech.Library, Dallas TX, USA, 15 pp-f Aschenbroich, Recommendations for Installation, QA&QC and Proc.Geo3 Conf., Editors D.A. Bruce DP,QC,TS Canada 2005 H. Testing of Injection Bored Hollow Bar Micro and A.W.Cadden, Dallas/Ft. Worth, Piles and Soil Nails TX, USA, 14p. Perlo S., Analyse de groupes de micropieux sous charge Proc.16th, Osaka, september, pp. France 2005 Frank R., Degny transversale par une méthode hybride 2031-2034 E., Estephan R. Rebstock D. Micropiles under Static and Dynamic Load – Hypoplastic Proc. Pfahl-Symposium 2005, Institut RR - research Germany 2005 Simulation für Grundbau und Bodenmechanik der - Kleinbohrpfähle unter statischer und zyklischer TU Braunschweig (eds. J. Stahlmann, Belastung - hypoplastische Simulationen. J. Gattermann, M. Fritsch), S. 349- 365. Vogt N., Buckling of Slender Piles in Soft Soils Journal Bautechnik, 82. Jahrgang, Heft RR - research and laboratory Germany 2005 Vogt S., - Knicken von schlanken Pfählen in weichen Böden 12 full scale tests Kellner C. Ernst & Sohn Verlag, pp. 889-901. FukuI J., Seismic Retrofitting Sites for Existing Foundations Civil Engineering Journal,No.3983, Japan 2005 Ishida M., Page.337-350 (2005.05) Takeguchi M. 39

Fukui J., Seismic Retrofitting Sites for Existing Civil Engineering Journal, No.3983, Japan 2005 Ishida M., Foundations Page.337-350 Takeguchi M. (2005.05) Sagara M. Seismic Retrofit Construction of a service water station Proc. 60th Annual Conf. of the Japan Japan 2005 et al at KAMEIDO in TOKYO(1 problems and measures) Soc.of Civil Engineers, vol. 6 Sagara M. Seismic Retrofit Construction of a service water station Proc. 60th Annual Conf. of the Japan Japan 2005 et al at KAMEIDO in TOKYO(2 construction control) Soc.of Civil Engineers, vol. 6 Sagara M. Seismic Retrofit Construction of a service water Proc. 60th Annual Conf. of the Japan 2005 et al. station at KAMEIDO in TOKYO(2 construction Japan Soc.of Civil Engineers, control) vol. 6 Bredenberg, H. Scandinavian Steel Core Piles Proc.Geo3 Conf., Editors D.A. Bruce AA Sweden 2005 and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 15p. Bruce, D.A., Quality and Quantification in Small Hole Drilling Proc.Geo3 Conf., Editors D.A. Bruce QC USA 2005 Davis, J.P. and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 13p. Bruce, J., The SMART Contractometer – Its Application to Proc.Geo3 Conf., Editors D.A. Bruce QC USA 2005 Ramirez, D., Micropile Quality Assurance and A.W.Cadden, Dallas/Ft. Worth, Canada Lausch, P. TX, USA, 15p. Canada Cadden, A.W., The Field Inspection and Documentation of Proc.Geo3 Conf., Editors D.A. Bruce QC USA 2005 Bruce, D.A., Micropile Works and A.W.Cadden, Dallas/Ft. Worth, Bean, J.J. TX, USA, 15p. Deschamps, R. Installation, Measurement, and Interpretation of Proc.Geo3 Conf., Editors D.A. Bruce TS,QC USA 2005 Richards, T.D. “Sister Bar” Strain Gauges in Micropiles and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 13p. Dodds, S. Brady Street Bridge – Micropile Foundations in Proc.Geo3 Conf., Editors D.A. Bruce AA USA 2005 Compressible Fill and A.W.Cadden, Dallas/Ft. Worth, TX, USA,12p. Gibler, P., Quality Assurance Issues Related to the Proc.Geo3 Conf., Editors D.A. Bruce QC USA 2005 Bruce, D.A., Installation of High Capacity Micropiles, and A.W.Cadden, Dallas/Ft. Worth, Hadzariga, M. Richmond-San Rafael Bridge Seismic Retrofit TX, USA, 24p. Project, CA Gómez, J., Connection Capacity Between Micropiles and Proc.Geo3 Conf., Editors D.A. Bruce PD USA 2005 Cadden, A.W., Concrete Footings: Interpretation of Test and A.W.Cadden, Dallas/Ft. Worth, Traylor, R.P., Results and Design Recommendations TX, USA, 22p. Bruce, D.A. Hajduk, E.L., A Drop Weight Hammer for Dynamically Proc.Geo3 Conf., Editors D.A. Bruce TS USA 2005 Wright, W.B., Testing Micropiles in Charleston, SC and A.W.Cadden, Dallas/Ft. Worth, Snow, W.L., TX, USA, 13p. Adams, J.C. 40

Johnsen, L.F., Proposed Micropile Section for the 2006 IBC Proc.Geo3 Conf., Editors D.A. Bruce SR USA 2005 Gallagher, M.J. and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 10p. Massoudi, N. Some Observations on Micropile Inspection Proc.Geo3 Conf., Editors D.A. Bruce QC,TS USA 2005 and Testing and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 9p. Richards, T.D. “Pent Up” Load and Its Effect on Load Test Proc.Geo3 Conf., Editors D.A. Bruce PD USA 2005 Evaluation and A.W.Cadden, Dallas/Ft. Worth, TX, USA, 9p. Sabatini P. J., Micropile Design and Construction Reference Manual US DOT, Federal Highway USA 2005 Tanyu B., Administration Report NHI-05-039 Armour T., Washington DC, USA, Groneck P., pp. 456 Keeley J. W. Wilder, D., Compressive Load Transfer in Micropiles Proc.Geo3 Conf., Editors D.A. Bruce TS USA 2005 Gómez, J., through Concrete Footings: A Full Scale Test and A.W.Cadden, Dallas/Ft. Worth, Cadden, A.W., Program TX, USA ,18p. Traylor, R.P., Pilkington, M. Fross M. 35 Years of Application of Micropiles in Austria Proc. 7th IWM, Schrobenhausen, CD- AA -construction sites in Austria 2006 ROM, ISM, Venetia, PA, USA Austria Bishop, J., Class I and II micropiles with hollow bar Proc. 7th IWM, Schrobenhausen, CD- Canada 2006 Aschenbroich,H reinforcement: Load tests and performance ROM, ISM, Venetia, PA, USA, 15p. TS U.S DeBernardi, B. measurements Han, J., A field study on the behavior of micropiles in clay under Canadian Geotechnical Journal, 43(1): Canada 2006 Ye, S. compression or tension p19-29 Ramirez, D. What we have learned about micropile behavior Proc. 7th IWM, Schrobenhausen, CD- QC Canada 2006 from field instrumentation ROM, ISM, Venetia, PA, USA, 16p. Sheffield, P., An instrumented micropile cap test – micropile Proc. 7th IWM, Schrobenhausen, CD- Canada 2006 Li Xian-Xing, top plates: are they necessary? ROM, ISM, Venetia, PA, USA, 11p. RR Ramirez, D. Taylor, R. Development and testing of a coaxial strain Proc. 7th IWM, Schrobenhausen, CD- QC Canada 2006 monitor for self-boring micropiles ROM, ISM, Venetia, PA, USA, 7p. Jokiniemi H. The First National Micropile Code in Finland Proc. 7th IWM, Schrobenhausen, CD- SR - code Finland 2006 ROM, ISM, Venetia, PA, USA Lehtonen, J., MIDA (Micropile Database) Proc. 7th IWM, Schrobenhausen, CD- RR Finland 2006 Hyyppä, V., ROM, ISM, Venetia, PA, USA, Hattara, J. 41

Al Saleh H., Influence of the soil non-linearity and the Proc. 6th European Conf. on France 2006 Shahrour I. interface on the seismic response of micropiles. Numerical Methods in Geotechnical Numerical Methods in geotechnical engineering Engineering, Graz 2006, Balkema. pp. 823-827 Al Saleh H., Three-dimensional non-linear finite-difference analysis Proc. of Geo-Congress Atlanta, France 2006 Shahrour I. for seismic soil-micropile-structure interaction; Effects of Georgia, USA, 2006, Geo-Institute of non-linearity of soil and micropile-soil interface. ASCE Geotechnical engineering in the information technology age. Estephan R., GOUPEG : Application de la méthode Bull. labos P. et Ch., n°260, France 2006 Frank R., « hybride » pour le calcul du comportement des janv.-fév.-mars, Degny E., groupes et des réseaux élémentaires de Perlo S. micropieux Brunner W. Micropile Installation at Czar Palace, Russia Proc. 7th IWM, Schrobenhausen, CD- AA – construction site in Germany 2006 ROM, ISM, Venetia, PA, USA Russia Dietz K., Foundation Improvement of Historic Buildings by Proc. 7th IWM, Schrobenhausen, CD- AA -construction sites in Germany 2006 Schürmann A. Micropiles, Museum Island, Berlin and St. Kolumba, ROM, ISM, Venetia, PA, USA Germany Cologne Dietz, K. Foundation improvement of historic buildings Proc. 7th IWM, Schrobenhausen, CD- AA Germany 2006 Schürmann, A. by micropiles, Museum Island, Berlin and St. ROM, ISM, Venetia, PA, USA, 15p. Kolumba, Cologne Herbst T.F. ISM, the Data Base and an Update of the International Proc. 7th IWM, Schrobenhausen, CD- GT - data base, Intl. List of Germany 2006 List of References for Micropiles ROM, ISM, Venetia, PA, USA References for Micropiles Herbst, T.F. Further Updates of the International List of Proc. 7th IWM, Schrobenhausen, CD- RR Germany 2006 References for Micropiles ROM, ISM, Venetia, PA, USA, Ischebeck E. Design Guide for TITAN Micropile Heads Proc. 7th IWM, Schrobenhausen, CD- PD, DT – micropile head Germany 2006 ROM, ISM, Venetia, PA, USA design Staudt H. The Use of Micropiles to Reinforce Old Walls and Proc. 7th IWM, Schrobenhausen, CD- AA -construction sites in Germany 2006 Stabilize Steep Slopes in Quedlinburg, Germany ROM, ISM, Venetia, PA, USA Germany Stuetzel F. Micropiles using Higher Steel Grades – Spalling of the Proc. 7th IWM, Schrobenhausen, CD- RR – stability of grout column Germany 2006 Grout cover ROM, ISM, Venetia, PA, USA Vogt S. Buckling of Slender Piles in Soft Soils Proc. 7th IWM, Schrobenhausen, CD- RR – buckling, soft ground Germany 2006 ROM, ISM, Venetia, PA, USA Vogt, S. (2nd Lizzi Scholarship Recipient) Buckling of Proc. 7th IWM, Schrobenhausen, CD- RR Germany 2006 Slender Piles in Soft Soils ROM, ISM, Venetia, PA, USA , p Wimmer H., Ofner Analysis of the Bearing Capacity of Micropiles in Soft Journal „Bauingenieur“ 81, Jg (2006), RR - Germany 2006 R. Soils pp. 53-60, - Traglastberechnung von Mikropfählen in weichen Böden 42

Fukui, J. 3rd Lizzi Lecture: Performance of Seismic Proc. 7th IWM, Schrobenhausen, CD- Japan 2006 Retrofits with High Capacity Micropiles ROM, ISM, Venetia, PA, USA ,14p. AS Kawano T. Development of Tower Height Raising Method by Use of Nippon Denro Technical Report, Japan 2006 Additional Foundations No.42, Page.1,3-17 (2006.01.01) Morimasa, S. FEM simulation of the micropile footing under Proc. 7th IWM, Schrobenhausen, CD- PD Japan 2006 vertical and horizontal loads ROM, ISM, Venetia, PA, USA, 6p. Otani Y. Reliability Based Design of High Capacity Micropiles Proc. 7th IWM, Schrobenhausen, CD- Japan 2006 ROM, ISM, Venetia, PA, USA, 20p Sagara M. Load Tests of High Capacity Micropiles on Site Proc. 7th IWM, Schrobenhausen, CD- TS Japan 2006 ROM, ISM, Venetia, PA, USA Bredenberg, H. Influence of initial deflection on the bearing Proc. 7th IWM, Schrobenhausen, CD- RR Sweden 2006 capacity for micropiles ROM, ISM, Venetia, PA, USA, 12p. Woodfield, P. The good, the bad and the ugly – from the U.K. Proc. 7th IWM, Schrobenhausen, CD- AA U.K. 2006 Hinton, M. ROM, ISM, Venetia, PA, USA,

Allen, K.. ADSC Geo3 Field Day Proc. 7th IWM, Schrobenhausen, CD- QC USA 2006 ROM, ISM, Venetia, PA, USA, 10p. Anderson, S., Micropiles and the FHWA: 30 years of Proc. 7th IWM, Schrobenhausen, CD- GT USA 2006 Siel, B. implementation ROM, ISM, Venetia, PA, USA, 7p.

Bishop J., Class I and II Micropiles with Hollow Bar Reinforcement: Proc. 7th IWM, Schrobenhausen, CD- TS USA, 2006 AschenbroichH Load Tests and Performance Measurements ROM, ISM, Venetia, PA, USA Canada, DeBernardi B. USA Boeckmann, Large-scale physical modelling of earth slopes Proc. 7th IWM, Schrobenhausen, CD- RR USA 2006 A.Z. stabilized with micropiles ROM, ISM, Venetia, PA, USA, 13p. Deeken, J.J., Loehr, J.E. Bruce, D.A. An education in micropiles: The expansion of Proc. 7th IWM, Schrobenhausen, CD- GT USA 2006 the market in North America ROM, ISM, Venetia, PA, USA, 9p. Cadden, A. When is enough enough? SR 33 micropiles for Proc. 7th IWM, Schrobenhausen, CD- AA USA 2006 Petrasic, K. bridge stabilization ROM, ISM, Venetia, PA, USA, 10p. Davis, J. Sonic drilling offers quality control and non-destructive Proc. 7th IWM, Schrobenhausen, CD- DT USA 2006 advantages to geotechnical drilling ROM, ISM, Venetia, PA, USA, 15p. on sensitive infrastructure sites Davis, J. Micropile Installation School (AMPIS) Proc. 7th IWM, Schrobenhausen, CD- ES USA 2006 ROM, ISM, Venetia, PA, USA, Gómez, J. Micropile load transfer to concrete structures – Proc. 7th IWM, Schrobenhausen, CD- PD USA 2006 Cadden, A. bond stress research program report ROM, ISM, Venetia, PA, USA, 64p. 43

Nicholson, P.J. The evolution of micropiles in America Proc. 7th IWM, Schrobenhausen, CD- GT USA 2006 Pinyot, D. ROM, ISM, Venetia, PA, USA, 14p. Taylor R. Development and Testing of a Coaxial Strain Monitor for Proc. 7th IWM, Schrobenhausen, CD- USA 2006 Self-boring Micropiles ROM, ISM, Venetia, PA, USA Vanderpool, M. Observations from the instrumentation of Proc. 7th IWM, Schrobenhausen, CD- TS USA 2006 micropiled and tiedback reticulated grid ROM, ISM, Venetia, PA, USA, 19p. Wolosick, J., Macropiles™ – Ultra-high capacity Proc. 7th IWM, Schrobenhausen, CD- AA USA 2006 Pastore, J. A. micropiles for foundation support ROM, ISM, Venetia, PA, USA, 12p. Grant, M.L. Brandner A. Micropiles in High Alpine Regions - A Story of Success Proc. 8th IWM, Toronto, CD-ROM, Austria 2007 ISM, Venetia, PA, USA Ansari N. Overview of Field Activities and Design Challenge (for Proc. 8th IWM, Toronto, CD-ROM, Canada 2007 Micropiles) ISM, Venetia, PA, USA Aschenbroich H. Advances in Hollow Bar Micropile Installation Proc. 8th IWM, Toronto, CD-ROM, Canada 2007 Techniques, Equipment, ISM, Venetia, PA, USA Materials, Testing and Monitoring Barua I. Micropile Test Instrumentation at 8th IWM, Toronto Proc. 8th IWM, Toronto, CD-ROM, Canada 2007 ISM, Venetia, PA, USA Bruce J. Demonstration / Field Day 8thIWM Toronto Proc. 8th IWM, Toronto, CD-ROM, Canada 2007 September 28, 2007 ISM, Venetia, PA, USA El Naggar H., Seismic Performance of a Single Micropile in Layered Proc. 8th IWM, Toronto, CD-ROM, Canada 2007 Hinchberger S., Soils ISM, Venetia, PA, USA Turan A. Elkasabgy M.A., Finite Element Analysis of the Axial Capacity of Proc. 8th IWM, Toronto, CD-ROM, Canada 2007 El Naggar H.M. Micropiles ISM, Venetia, PA, USA Li J., 30 Years of GEWI-Pile (Micropile) Applications in Proc. 8th IWM, Toronto, CD-ROM, Canada 2007 Kast G. Canada ISM, Venetia, PA, USA Thomson P., Axial Compression, Axial Tension and Lateral Load Proc. 8th IWM, Toronto, CD-ROM, Canada 2007 Leew B., Response of Pre-Production Micropiles for the CPR Mile ISM, Venetia, PA, USA Zakeri A., Becker 62.4 Nipigon Subdivision Bridge D., Bunce C., Dittrich P. Yacyshyn C.J.E Cyclic Quasi-Static Load Tests on Micropiles Proc. 8th IWM, Toronto, CD-ROM, Canada 2007 ISM, Venetia, PA, USA Hattara J., MIDA (Micropile Database) Proc. 8th IWM, Toronto, CD-ROM, Finland 2007 Hyyppä V., ISM, Venetia, PA, USA Lethonen J. Herbst, T.F. 4th Lizzi Lecture: Historical Review and Analysis of 55 Proc. 8th IWM, Toronto, CD-ROM, GT – historical review Germany 2007 Years of Micropiles ISM, Venetia, PA, USA 44

Ischebeck E. Direct Drilled New Micropile TITAN 127/111 for Proc. 8th IWM, Toronto, CD-ROM, AA - execution Germany 2007 Underpinning Roman Bullring in Barcelona, Spain ISM, Venetia, PA, USA Hoshiya M. Construction Outlook in Japan for Micropiles Proc. 8th IWM, Toronto, CD-ROM, Japan 2007 ISM, Venetia, PA, USA Sagara M., Measurement for Landslide Slope Stability using High Proc. 8th IWM, Toronto, CD-ROM, Japan 2007 Hoshiya M. Capacity Micropiles ISM, Venetia, PA, USA Bredenberg H. Scandinavian Drilled Micropile Walls Proc. 8th IWM, Toronto, CD-ROM, Sweden 2007 ISM, Venetia, PA, USA Bradshaw S. of Micropiles in Proc. 8th IWM, Toronto, CD-ROM, U.K. 2007 Restricted Access ISM, Venetia, PA, USA Hinton M. Report on the ISM One Day Micropiling Course 6th to Proc. 8th IWM, Toronto, CD-ROM, U.K. 2007 17th November 2006 ISM, Venetia, PA, USA Turner M. Interface Bond Values for Micropile Design Proc. 8th IWM, Toronto, CD-ROM, U.K. 2007 ISM, Venetia, PA, USA Bares F. “Root Piles” (Micropiles) in the USA: Fondedile S.P.A. Proc. 8th IWM, Toronto, CD-ROM, USA 2007 and Fondedile Corp. ISM, Venetia, PA, USA Bruce D.A., High Capacity Micropiles in Mined Ground for Bridge Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Duryee W., Support: A Case History of Investigation, Design, ISM, Venetia, PA, USA Middleton M.C., Construction and Myers T.J. Performance - Paper 4: Load Testing Cadden A., Micropile Growth Snapshot of the US Marketplace Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Wilder D. ISM, Venetia, PA, USA Duryee W. Potential Stability Issues that could Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Affect Performance of Bridge ISM, Venetia, PA, USA Foundation Units with Micropiles Gómez J.E., Hollow Core Bar Micropiles – Installation, Testing, And Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Rodriguez C.J., Interpretation of Design Parameters of 260 Micropiles ISM, Venetia, PA, USA Robinson H.D., Mikitka J., Keough L. Grant M ., Bailey Jet Grouted Micropiles for the I-90 Bridge over Sand Proc. 8th IWM, Toronto, CD-ROM, USA 2007 P., Stewart J.P., Creek in Albany, NY. ISM, Venetia, PA, USA Galasso M.

Holman T.P. Advanced Interpretation of Instrumented Micropile Load Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Tuozzolo T.J. Tests ISM, Venetia, PA, USA Hoover S. E., Micropile Underpinning over Expansive Pyritic Shales Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Pease J. B. ISM, Venetia, PA, USA

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Loehr J. E., A Method for Prediction of Micropile Resistance for Slope Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Brown D.A. Stabilization ISM, Venetia, PA, USA Mitchell C., Micropile Load Transfer Rates and Bond Stresses in the Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Mathieson W., Puget Sound Region of Washington State ISM, Venetia, PA, USA Hopkins T.W. Norrish N.I., High Capacity Micropiles In Mined Ground For Bridge Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Szturo J., Chuaqui Support: A Case History of Site Investigation, Ground ISM, Venetia, PA, USA M. Characterization and the Evolution of Foundation Design and Treatment Concepts Richards T.D., Lateral Loads on Pin Piles (Micropiles) Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Rothbauer M.J. ISM, Venetia, PA, USA Szturo J., Construction And Quality Assurance – Quality Control Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Chuaqui M., High Capacity Micropiles In Mined Ground For Bridge ISM, Venetia, PA, USA Myers T., Support: Route 249/171 Jasper County, Missouri Middleton M. Weinstein G.M. Long-Term Performance Assessment of Micropiles Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Subject to Cyclic Axial Loading ISM, Venetia, PA, USA Wolosick J.R., Micropile Foundation Repair and Underpinning, Arts and Proc. 8th IWM, Toronto, CD-ROM, USA 2007 Bonar E., Science Museum, ISM, Venetia, PA, USA Nufer P.J. University of Puerto Rico, Mayaguez Al Saleh H., Influence of plasticity on the seismic Journal Soil Dynamics and France 2009 Shahrour I. soil-micropiles-structure interaction Earthquake Engineering. Vol. 29, No. 3, pp. 574-578 Dr. Donald A. 5th Lizzi Lecture: Micropiles in Middle Age: Triumphs, Proc. 9th IWM, London, U.K., CD- U.S.A. 2009 Bruce Failures and Challenges ROM, ISM, Venetia, PA, USA Michael Turner Geology and Micropiling in the U.K. Proc. 9th IWM, London, U.K., CD- U.K. 2009 ROM, ISM, Venetia, PA, USA James Amos 4th Lizzi Scholarship Recipient: Micropiles – The Green Proc. 9th IWM, London, U.K., CD- U.K. 2009 Choice ROM, ISM, Venetia, PA, USA Nadir Ansari International Society for Micropiles 2007 Workshop – Proc. 9th IWM, London, U.K., CD- Canada 2009 Reflections from Toronto ROM, ISM, Venetia, PA, USA Ernst Ishebeck New Database for Drilled and Grouted Micropiles to Proc. 9th IWM, London, U.K., CD- Germany 2009 Estimate Displacements ROM, ISM, Venetia, PA, USA Dr. Jesús Gómez Efficient Design of Vertical Micropiles to Lateral Loading Proc. 9th IWM, London, U.K., CD- USA 2009 ROM, ISM, Venetia, PA, USA Dr. Roger Frank Some Lessons Learnt from the French National Proc. 9th IWM, London, U.K., CD- France 2009 Research Project on Micropiles ROM, ISM, Venetia, PA, USA Florian Stuetzel DSI - Ductile Iron Micropile Proc. 9th IWM, London, U.K., CD- Germany 2009 ROM, ISM, Venetia, PA, USA 46

Larry Johnsen Video Inspection of Micropile Rock Sockets in New York Proc. 9th IWM, London, U.K., CD- USA 2009 City ROM, ISM, Venetia, PA, USA Chris Irvin The Use of Post-Grouting Systems for Micropiles Proc. 9th IWM, London, U.K., CD- U.K. 2009 ROM, ISM, Venetia, PA, USA L. Begaj Qerimi Assessment of Existing Foundations and Foundation Proc. 9th IWM, London, U.K., CD- U.K. 2009 Improvement using Micropile Groups ROM, ISM, Venetia, PA, USA Changho Choi Development of New Micropiling Method Enhancing Proc. 9th IWM, London, U.K., CD- Korea 2009 Frictional Resistance with Pack and Full Scale ROM, ISM, Venetia, PA, USA Load Tests for Micropiles Mark Hinton U.K. Micropiling Practice - Selected Case Studies Proc. 9th IWM, London, U.K., CD- U.K. 2009 ROM, ISM, Venetia, PA, USA Dr. Jouko Post-Underpinning Settlement of Micropile Underpinning Proc. 9th IWM, London, U.K., CD- Finland 2009 Lehtonen Projects in Turku ROM, ISM, Venetia, PA, USA Jim Bruce Continuous Grout Flushed Micropile Foundations for a Proc. 9th IWM, London, U.K., CD- Canada 2009 New Rail Overpass ROM, ISM, Venetia, PA, USA José Matos e Alternative Solution for Drilled Micropiles for the Portimao Proc. 9th IWM, London, U.K., CD- Portugal 2009 Silva Municipal Museum ROM, ISM, Venetia, PA, USA João Veludo Bond Strength of Micropile/Grout/Concrete Interfaces in Proc. 9th IWM, London, U.K., CD- Portugal 2009 RC Footings Strengthened with Micropiles ROM, ISM, Venetia, PA, USA Dan MacLean ADSC-DFI Micropile Committee – Recent Activities Proc. 9th IWM, London, U.K., CD- Canada 2009 ROM, ISM, Venetia, PA, USA Jennifer Kleih Note to Actual Design of Micropiles Under Axial Cyclic Proc. 9th IWM, London, U.K., CD- Germany 2009 Loading in Germany According to DIN 1054:2005-01 and ROM, ISM, Venetia, PA, USA Further Guidelines Alexis Rose Research Projects on Micropile Networks at City Proc. 9th IWM, London, U.K., CD- U.K. 2009 University ROM, ISM, Venetia, PA, USA Dr. G. Mitchell Long-term Performance Assessment of Micropiles under Proc. 9th IWM, London, U.K., CD- USA 2009 Weinstein Monotonic and Cyclic Axial Loading ROM, ISM, Venetia, PA, USA Jaehyeung A Case Study of Micropiling in the Urban Environment Proc. 9th IWM, London, U.K., CD- Korea 2009 Jeoung ROM, ISM, Venetia, PA, USA Stuart Bradshaw Part 1 - Static Load Testing of Piles in Restricted Access Proc. 9th IWM, London, U.K., CD- U.K. 2009 - An Opportunity for Change ROM, ISM, Venetia, PA, USA Jim Martin and High Capacity Micropile Groups for the Cannon Place Proc. 9th IWM, London, U.K., CD- U.K. 2009 Hugh St. John Redevelopment in London ROM, ISM, Venetia, PA, USA Mike Turner Mixed Foundations Utilising Micropiles in Urban Proc. 9th IWM, London, U.K., CD- U.K. 2009 Redevelopments ROM, ISM, Venetia, PA, USA Dr. Jouko Duration of Micropile Underpinning Projects in Turku Proc. 9th IWM, London, U.K., CD- Finland 2009 Lehtonen ROM, ISM, Venetia, PA, USA 47

Bill Telford Pile Loading Tests of Titan Injection Micropiles at an Proc. 9th IWM, London, U.K., CD- Canada 2009 Industrial Plant in North Vancouver ROM, ISM, Venetia, PA, USA Wilhelm Rankka In Situ Test of Steel Core Micropiles in Limestone Proc. 9th IWM, London, U.K., CD- Sweden 2009 in Sweden ROM, ISM, Venetia, PA, USA Dr. Terence Pseudo-Elastic Response and Performance of Micropiles Proc. 9th IWM, London, U.K., CD- USA 2009 Holman ROM, ISM, Venetia, PA, USA Stuart Bradshaw Part 2 - Static Load Testing of Piles in Restricted Areas - Proc. 9th IWM, London, U.K., CD- U.K. 2009 An Opportunity for Change ROM, ISM, Venetia, PA, USA Glen Mann Static “Micro” Micropile Load Capacity and Verification by Proc. 9th IWM, London, U.K., CD- USA 2009 ROM, ISM, Venetia, PA, USA Cory Yacyshyn A Decade of Micropile Load Hold Capacity Across Proc. 9th IWM, London, U.K., CD- Canada 2009 Western Canada ROM, ISM, Venetia, PA, USA Chris Irvin Self-Drilled Hollow Bar Micropiles – Applications, Proc. 9th IWM, London, U.K., CD- U.K. 2009 Corrosion Protection and Specialist Measures Required ROM, ISM, Venetia, PA, USA for Load Testing Andre Jaubertou Drilled Micropiles – Design and Practice in France Proc. 9th IWM, London, U.K., CD- France 2009 ROM, ISM, Venetia, PA, USA Shad Hoover Design, Inspection and Construction Challenges of Proc. 9th IWM, London, U.K., CD- USA 2009 Installing Micropiles in Karst ROM, ISM, Venetia, PA, USA Horst Stabilizing the Devil Slide with Hollow Bar, Grout Proc. 9th IWM, London, U.K., CD- Canada 2009 Aschenbroich Injection Bored (IBO) Micropiles for Caltrans ROM, ISM, Venetia, PA, USA Jerold Bishop Support of an Excavation Face with Micropiles Proc. 9th IWM, London, U.K., CD- U.S.A. 2009 ROM, ISM, Venetia, PA, USA Dipl.-Ing Ernst F. 6th Lizzi Lecture: Design of Direct Drilled and Continuous Proc. 10th IWM, Washington, DC, Germany 2010 Ischebeck Flush Grouted Micropiles TITAN as Regulated in EU by USA, CD-ROM, ISM, Venetia, PA, National German Approval Z-34.14 – 209, DIBt USA Sherif Lotfy 3rd Lizzi Scholarship Recipient - Utilization of Micropiles Proc. 10th IWM, Washington, DC, USA 2010 Abdelaziz for Heat Exchange: Virginia Tech Field Test USA, CD-ROM, ISM, Venetia, PA, USA Mark Hinton ISM 9th Workshop Proc. 10th IWM, Washington, DC, UK 2010 USA, CD-ROM, ISM, Venetia, PA, USA Allen Cadden The History of Micropiles in our Nations Capitol Proc. 10th IWM, Washington, DC, USA 2010 USA, CD-ROM, ISM, Venetia, PA, USA John Wolosick Foundation Remediation using Micropiles and LMG Proc. 10th IWM, Washington, DC, USA 2010 Grouting at Sandy Cove Condominium, Barbados USA, CD-ROM, ISM, Venetia, PA, USA 48

Rob Jameson Seismic Retrofit of an Underground Reservoir with Proc. 10th IWM, Washington, DC, USA 2010 Micropiles USA, CD-ROM, ISM, Venetia, PA, USA Dr. Terry Holman Emergency Micropile Repair of the Birmingham Bridge Proc. 10th IWM, Washington, DC, USA 2010 USA, CD-ROM, ISM, Venetia, PA, USA Dr. Changho Choi Field verification Study for Micropile Load Capacity Proc. 10th IWM, Washington, DC, South Korea 2010 USA, CD-ROM, ISM, Venetia, PA, USA Alexis Rose Modeling the Performance of Micropiles at Close Proc. 10th IWM, Washington, DC, U.K. 2010 Spacing USA, CD-ROM, ISM, Venetia, PA, USA Prof. Alan Shaft Resistance of Grouted Helical Micropiles in Clay Proc. 10th IWM, Washington, DC, USA 2010 Lutenegger USA, CD-ROM, ISM, Venetia, PA, USA Dr. Thomas Micropile Research at Technical University at Munich Proc. 10th IWM, Washington, DC, Germany 2010 Herbst USA, CD-ROM, ISM, Venetia, PA, USA Andreas Successful Slope Stabilization Under Severe Conditions Proc. 10th IWM, Washington, DC, Austria 2010 Brandner Using Micropiles USA, CD-ROM, ISM, Venetia, PA, USA David Preece Slope Stabilization of a Section of the Thirlmere Proc. 10th IWM, Washington, DC, UK 2010 Aqueduct by the Use of Spaced Micropiles and USA, CD-ROM, ISM, Venetia, PA, Permeation Grouting USA Gary Quinn Micropile Application in Salmon River Road Slope Proc. 10th IWM, Washington, DC, USA 2010 Stabilization USA, CD-ROM, ISM, Venetia, PA, USA Dr. Jesús Gómez Micropiles Undetected - Bluff Stabilization on the Severn Proc. 10th IWM, Washington, DC, USA 2010 River USA, CD-ROM, ISM, Venetia, PA, USA Dr. Håkan The RD-Micropile System Proc. 10th IWM, Washington, DC, Sweden 2010 Bredenberg USA, CD-ROM, ISM, Venetia, PA, USA Andrew Burns Hammer-grouted Micropiles at the Bronxe-Whitestone Proc. 10th IWM, Washington, DC, USA 2010 Bridge USA, CD-ROM, ISM, Venetia, PA, USA 49

Veikko Kuosa Robit® Non-Stop Casing System for Anchoring and Proc. 10th IWM, Washington, DC, Finland 2010 Micropiling USA, CD-ROM, ISM, Venetia, PA, USA Timothy Myers miniJET® - A New Type of Micropile Proc. 10th IWM, Washington, DC, USA 2010 USA, CD-ROM, ISM, Venetia, PA, USA Tom Tuozzolo Drill Bit Location - Rebuttal Proc. 10th IWM, Washington, DC, USA 2010 USA, CD-ROM, ISM, Venetia, PA, USA Ahmed Yehia abd Monotonic Axial Behavior of Hollow Core Micropiles Proc. 10th IWM, Washington, DC, Canada 2010 Elaziz USA, CD-ROM, ISM, Venetia, PA, USA John Rowley Use of In-Place (IPI) during Lateral Load Proc. 10th IWM, Washington, DC, USA 2010 Testing of Micropiles USA, CD-ROM, ISM, Venetia, PA, USA Jon Bennett ADSC-DFI Micropile Committee Update Proc. 10th IWM, Washington, DC, USA 2010 USA, CD-ROM, ISM, Venetia, PA, USA Mary Ellen Bruce Development of Micropile Codes Internationally Proc. 10th IWM, Washington, DC, USA 2010 USA, CD-ROM, ISM, Venetia, PA, USA Mark Hinton Development of Micropile Codes in UK Proc. 10th IWM, Washington, DC, UK 2010 USA, CD-ROM, ISM, Venetia, PA, USA Jerry DiMaggio LRFD the Facts and Misconceptions: Opportunities and Proc. 10th IWM, Washington, DC, USA 2010 Challenges for the Micropile Community USA, CD-ROM, ISM, Venetia, PA, USA Dr. James Mason Reticulation and Research at University of Tennessee Proc. 10th IWM, Washington, DC, USA 2010 USA, CD-ROM, ISM, Venetia, PA, USA Tom Armour Micropiles at Banjo Bill Rock Catchment Basins Proc. 10th IWM, Washington, DC, USA 2010 USA, CD-ROM, ISM, Venetia, PA, USA Horst Root Pile Support of Vancouver’s Hollow Tree Parallels Proc. 10th IWM, Washington, DC, Canada 2010 Aschenbroich to Wind Turbine Foundations USA, CD-ROM, ISM, Venetia, PA, USA 50

DC Micropile Support of Three Undermined Buildings in Proc. 10th IWM, Washington, DC, USA 2010 Washington USA, CD-ROM, ISM, Venetia, PA, USA Jon Bennett Hollow Bar Micropiles for Settlement Control in Soft Soils Proc. 10th IWM, Washington, DC, USA 2010 USA, CD-ROM, ISM, Venetia, PA, USA Prof. Balasingam Influence of Sand State on Network Effect of Micropiles Proc. 10th IWM, Washington, DC, USA 2010 Muhunthan USA, CD-ROM, ISM, Venetia, PA, USA Prof. Jouko New Tool for Choosing Micropile Types: Decay Modeling Proc. 10th IWM, Washington, DC, Finland 2010 Lehtonen of Wood Pile Foundations in Turku, Finland USA, CD-ROM, ISM, Venetia, PA, USA

2-letter key Group theme AA Application, axial, case I, single + group AR Application, axial + lateral, case II, reticulated, AS Application, seismic securing + retrofitting DP Description of products DT Description of technology ES Execution on site GO General, other topics GT General, technology PD Procedures + design QC Quality control RR Research and results SR Standards, rules, guidelines TS Testing on site