11th International Conference on Geosynthetics 2018 (11ICG)
Seoul, South Korea 16 – 21 September 2018
Volume 1 of 4
ISBN: 978-1-7138-0608-0 Printed from e-media with permission by:
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VOLUME 1
CONSTRUCTION OF EMBANKMENTS AND RETAINING WALLS ON BLACK COTTON SOIL DEPOSITS USING GEOSYNTHETICS ...... 1 G. Rao, J. Kumar
EXPERIENCES GAINED FROM EXPANSION OF STORAGE CAPACITY OF A LINED POND AT HINDUSTAN ZINC LTD ...... 8 R. Dash, K. Rajagopal, D. Arnepalli
GEOSYNTHETICS IN IRRIGATION CANALS IN SWELLING SOILS OF GUJARAT, INDIA: A CASE STUDY ...... 16 V. Kapadia
GEOSYNTHETIC REINFORCEMENT IN DISTRESSED CANAL EMBANKMENT IN GUJARAT, INDIA : A CASE STUDY ...... 24 V. Kapadia
REINFORCED SOIL WALL FOR MONSOON PALACE, AAMBY VALLEY ...... 31 S. Vyas
STABILIZATION OF RAVINES : CASE STUDY OF SABARMATI RIVER, GUJARAT STATE, INDIA ...... 38 P. Jadhav, A. Prashant
CONSTRUCTION, CLOSURE & CAPPING OF GEOSYNTHETIC LINED SLURRY POND AT VISHAKHAPTNAM-INDIA-15 YEAR EXPERIENCE ...... 46 R. Dash, M. Venkatraman
RIVER BANK PROTECTION USING POLYMER GABIONS – A CASE STUDY ON THE RIVER TAPI IN INDIA ...... 51 T. Kulkarni, R. Sundarvadivelu
MANAGING WRINKLES, BRIDGING, AND BALLASTING DURING GEOMEMBRANE INSTALLATION ...... 58 I. Peggs
REVIEW OF MQC AND MQA BY MATERIAL AND MANUFACTURING FACTORS ON WRINKLE FORMATION AND PROPAGATION OF GEOMEMBRANES BEFORE/AFTER INSTALLATION ...... 59 H. Jeon
ANALYSIS OF WRINKLES AND BRIDGING OF GEOMEMBRANES LEADING TO PRACTICAL GUIDANCE ...... 60 J. Giroud
MAXIMIZE LINER LIFETIME BY MINIMIZING STRESSES ON LINER ...... 61 C. Tarnowski
MANAGING WRINKLES, BRIDGING AND BALLASTING DURING GEOMEMBRANE INSTALLATION ...... 62 H. Hou MANAGING WRINKLES, BRIDGING, AND BALLASTING DURING GEOMEMBRANE INSTALLATION ...... 63 G. Fairhead
HEALING THE WORLD: A GEOSYNTHETICS SOLUTION ...... 64 N. Touze-Foltz
MECHANICALLY STABILIZED EARTH (MSE) WALL FAILURES DUE TO HYDRAULIC SITUATIONS ...... 123 G. Koerner, R. Koerner
DESIGN OF GEOTEXTILE FILTERS FOR REINFORCED SOIL WALLS ...... 130 N. Moraci, M. Mandaglio
DESIGN METHODS FOR DRAINAGE OF REINFORCED SOIL WALLS ...... 139 P. Rimoldi, M. Scotto, D. Ghoshal
LABORATORY INVESTIGATION OF INTERNAL DRAINAGE ON THE DEFORMATION BEHAVIOR OF GEOSYNTHETICS REINFORCED SOIL WALL (GRSW) DURING RAINFALL ...... 153 Q. Abbas, C. Yoo
THE BASICS OF PROBABILISTIC INTERNAL STABILITY ANALYSIS AND DESIGN OF REINFORCED SOIL WALLS EXPLAINED ...... 160 R. Bathurst
PERFORMANCE OF GEOGRID REINFORCED AND STABILIZED BASE COURSES ...... 168 L. Vollmert, G. Brau
SEMI-PROBABILISTIC APPROACH TO THE STABILITY OF VENEER REINFORCEMENT ...... 182 P. Rimoldi
SEISMIC DESIGN OF REINFORCED SOIL WALLS IN JAPAN: A CASE STUDY ON THE 2016 KUMAMOTO EARTHQUAKE ...... 207 Y. Miyata, K. Watanabe, T. Fujita
GEOSYNTHETIC CLAY LINERS: PERCEPTIONS AND MISCONCEPTIONS ...... 213 R. Rowe
REINFORCEMENT WITH GEOSYNTHETICS – HOW THEY WORK IN SOIL ...... 240 M. Ziegler
GEOSYNTHETICS FOR NATURAL DISASTER PREVENTION AND MITIGATION - JAPANESE CHALLENGE- ...... 270 J. Kuwano, Y. Mohri, Y. Kikuchi, Y. Nihei, J. Koseki, K. Watanabe
GEOSYNTHETICS IN ROADWAYS: IMPACT IN SUSTAINABLE DEVELOPMENT ...... 289 J. Zornberg, G. Roodi, S. Sankaranarayanan, L. Hernandez-Uribe
GLOBAL CHALLENGES, GEOSYNTHETIC SOLUTIONS, COUNTING CARBON AND CLIMATE CHANGE IMPACTS ...... 304 N. Dixon, H. Postill, G. Fowmes
DAMAGE TYPE AND RECOVERY METHOD OF REINFORCED EARTH RETAINING WALL CONSTRUCTED ON THE EXPRESSWAY ...... 319 J. Do, M. Nam, Y. Park, N. Kim A NEW COST-EFFECTIVE AND FAST METHOD TO REINFORCE EXISTING EMBANKMENT SLOPES BY NAILING AND GEO-CELL FACING ...... 322 K. Kojima, S. Yazaki, M. Harata, M. Ito
BEHAVIOR CHARACTERISTICS OF GEOGRID-REINFORCED SOIL WITH IMPROVED SOIL SURFACE BY LABORATORY TESTS ...... 327 Y. Kim, D. Cho, I. Bhang
REINFORCED SOIL WALLS: INVESTIGATION OF THE PREDICTION CAPABILITIES OF THE DESIGN METHODS UNDER WORKING STRESS CONDITIONS ...... 332 S. Mirmoradi, M. Ehrlich
DESIGN APPROACH FOR REINFORCED WALLS ...... 340 V. Feoddorov, R. Sofronie
CONCEPTUAL DESIGN AND CONSTRUCTION METHODOLOGY OF REINFORCED EARTH WALL STRUCTURES: CASE STUDY ...... 346 A. Kumar
INVESTIGATIONS ON SEISMIC FORCES IN TWO-TIERED REINFORCED SOIL RETAINING WALLS ...... 355 X. Cai, S. Li, X. Huang, T. Lu, W. Liu
USE OF SECONDARY REINFORCEMENT FOR CONNECTION FOR BLOCK FACING REIN-FORCED SOIL WALL ...... 366 S. Vyas, B. Khirwadkar
REINFORCED WALLS - EFFECT OF THE DISTANCE BETWEEN REINFORCEMENTS ON REDUCED MODELS ...... 374 K. Bohrer, D. Vidal
STABILITY OF REINFORCED STEEP SOIL SLOPES TO EUROCODE 7 ...... 382 P. Naughton, E. Zannoni
CONSTRUCTION OF A VERY HIGH REINFORCED SOIL STRUCTURE IN LATERITIC SOIL: A CASE STUDY ON KANNUR INTERNATIONAL AIRPORT ...... 390 M. Korulla, A. Gharpure, F. Ferraiolo
COMPARISON OF EXPERIMENTAL DATA OF MODEL PILES IN NORMAL AND SEASONALLY FREEZING SOIL ...... 398 Z. Shakhmov, R. Lukpanov, G. Tleulenova, N. Mineev, A. Tulebekova
SHAKING TABLE TESTS ON NARROW MECHANICALLY STABILIZED EARTH WALLS ...... 403 A. Rabei, R. El-Sherbiny, O. Ezzeldine, M. Amer
DESIGN OF GEOCELL STAKES ALONG SLOPES USING ANALOGY OF LATERALLY LOADED PILES ...... 412 P. Guda, Y. Patil, S. Vedpathak, G. Dalmia, S. Bagli
INFLUENCE OF UPPER TIER ON THE REINFORCEMENT FORCES IN THE LOWER TIER IN A TWO-TIERED REINFORCED SOIL RETAINING WALL ...... 417 K. Chevuri, K. Rajagopal
BEHAVIOUR CHARACTERISTIC OF CONVEX FOR GEOSYNTHETIC RETAINING WALL ACCORDING TO CURVATURE RADIUS ...... 425 D. Oh, S. Kong, J. Lee, S. Hong, Y. Lee, H. Jung DESIGN AND CONSTRUCTION OF REINFORCED SOIL SLOPE IN THE HEAVY RAINFALL TROPICAL CLIMATE IN KAPIT, SARAWAK, MALAYSIA ...... 431 S. Wee, L. Lee, J. Kho
CASE STUDY ON SLOPE STABILITY OF STEEP ROCK SLOPE IN COLLUVIUM USING PERMANENT ANCHOR ...... 437 M. Ahn, J. Kang, E. Shin
MOISTURE BEHAVIOR ON GABION FACED REINFORCED SOIL WALL IN COLD, SNOWY ENVIRONMENT ...... 445 S. Kawamaya, Y. Kurachi, T. Kawaguchi, S. Kawajiri, D. Nakaramu, S. Yamashita, K. Hayashi
EVALUATION OF SEEPAGE BEHAVIOR CONSIDERING TIDAL EFFECT AT OFFSHORE WASTE LANDFILL WITH GEOSYNTHETIC LINER ...... 452 M. Oh, H. Park, H. Shin
EXPERIMENTAL INVESTIGATION OF A HETEROGENEOUS GCL MODEL ...... 456 P. Kendall, D. Gibbs, L. Grady
IN-DEPTH COMPARISON OF EXPOSED GEOMEMBRANE LEAK LOCATION METHODS ...... 464 C. Carl, J. Thierry
DURABILITY ANALYSIS OF DAMAGED GEOMEMBRANES UNDER ENVIRONMENTAL CONDITION ...... 472 H. Jeon, H. Lee, H. Kim
REVIEW OF SPECIFICATION AND REGULATION OF GEOMEMBRANES FOR WASTE LANDFILL APPLICATION ...... 478 H. Jeon, H. Kim, J. Yuu
LABORATORY STUDY ON METHODS TO IMPROVE DEWATERING EFFICIENCY OF GEOTEXTILE TUBE FILLED BY CLAYEY SILT SLURRY ...... 484 H. Wu, Z. Tian, Y. Shu, G. Chang
WATER RETENTION CURVES OF NONWOVEN GEOTEXTILES DURING DRAINAGE ...... 490 T. Kawamura, T. Umezaki, R. Tsuboyama
A STUDY ON DEVELOPMENT FOR SEPARATION AND REINFORCEMENT GEOTEXTILES WITH HORIZONTAL DRAIN PROPERTY ...... 496 H. Kim, E. Lee, M. Ahn
EFFECT OF FIBER LENGTH ON LIQUEFACTION PROPERTIES OF SHORT FIBERS MIXED SOIL CONTAINING FINE-GRAIN FRACTION ...... 504 T. Hori, K. Sato, T. Fujikawa, C. Koga, T. Newson
NUMERICAL ANALYSIS OF NEW LOCK ENHANCED INTEGRAL GEOCELL REINFORCED SAND BEDS ...... 511 J. Hou, M. Zhang, H. Li
MICRO-REINFORCEMENT OF DUNE SANDS WITH PET WASTES: LABORATORIAL STUDIES ...... 519 L. Gomes, L. Pais, C. Graca ANALYSIS ON THE EFFICIENCY OF WATER COLLECTION AND DRAINAGE ACCORDING TO DIFFERENT INSTALLING METHODS OF PREFABRICATED HORIZONTAL DRAIN (PHD) IN GROUND IMPROVEMENT WORKS ...... 526 U. Oh, I. Lee, H. Park
CONSIDERATION OF THE COMPRESSION PROPERTY OF SOIL MIXED WITH DEFORMABLE PARTICLES – ONE-DIMENSIONAL COMPRESSION BEHAVIOR OF RUBBER AND ALUMINUM CHIP MIXTURES ...... 530 T. Kimata, M. Yoshinaga, N. Kobayashi, Y. Tanaka
EXPERIMENTAL STUDY ON THE MACRO-MESO PROPERTIES OF GEOSYNTHETIC- REINFORCED GRANULAR MATERIAL UNDER PLAIN STRAIN CONDITION ...... 536 C. Liang, F. Chai, C. Xu
TEST OF GROUND EMBANKMENT MODEL WITH THE USE OF GEOSYNTHETIC ELEMENTS OF REINFORCEMENT TO STATIC EXTERNAL LOAD ...... 544 Z. Zhaksyvekova, R. Lukpanov, Z. Shakhmov, S. Yenkebayev
NUMERICAL ANALYSIS ON LOADING TRANSFER MECHANISM OF GEOSYNTHETIC- REINFORCED EMBANKMENTS OVER THE HONG KONG MARINE DEPOSITS IMPROVED BY DEEP CEMENT MIXED SOIL COLUMNS ...... 550 P. Wu, W. Feng, J. Yin
EFFECT MECHANISM OF CYCLIC WAVE LOADING ON GEOTUBE DAM WITH SEAMS ...... 558 X. Man, Y. Shu, H. Wu, W. Mao, R. Yuang, X. Liu
FIELD TESTING AND NUMERICAL ANALYSIS ON BEHAVIOUR OF SAND FILLED GEOTEXTILE CONTAINER COASTAL DIKE ON SOFT SOIL FOUNDATION ...... 568 H. Tan, F. Chen, J. Chen
EXPERIMENTAL STUDY ON THE WATERSTOP WITH ADHESIVE BONDING ...... 576 B. Cho, B. Nam, S. Seo, J. Kim, H. Youn
CASE STUDY ON SEEPAGE ANALYSIS AND FOUNDATION TREATMENT METHOD ON SMALL DAM WITH RELIEF WELLS ...... 581 J. Ryu, Y. Chang, J. Lee, Y. Oh, C. Yoo, S. Kim
NUMERICAL STUDY ON THE BEHAVIOR OF GROUND AND STRUCTURE IN A GEOSYNTHETIC-REINFORCED SOIL INTEGRAL BRIDGE ...... 589 Y. Sim, K. Jin, E. Hong, J. Park, H. Kim, S. Bae
REVIEW ON LONG-TERM SETTLEMENTS ON MSEW ABUTMENTS IN SERVICE STAGE ...... 597 M. Nam, T. Kim, M. Park, B. Jeon, Y. Choi
A STUDY ON REDUCTION OF BASE COURSE THICKNESS BY STRESS DISPERSION EFFECTS AND STRENGTH AND DEFORMATION CHARACTERISTICS OF GEOCELL REINFORCED BASE COURSE ...... 601 K. Yamanaka, K. Minegishi, S. Yaguchi, T. Ito
EVALUATION OF GEOSYNTHETIC PERFORMANCE FOR PERMEABLE PAVEMENT SUBBASE LAYER ...... 611 S. Hossain, J. Oh, S. Han
MECHANICALLY REINFORCED EARTH WALL USING GEOTUBE AND WIRE MESH FOR BRIDGE ABUTMENT ...... 619 J. Kim, K. Cho HIGH SEISMIC PERFORMANCE OF GRS INTEGRAL BRIDGE WITH APPROACH FILLS OF GEOGRID-REINFORCED CEMENT-MIXED GRAVELLY SOIL ...... 628 F. Tatsuoka, R. Soma, H. Nishikiori, K. Watanabe, D. Hirakawa
USE OF CARBON FIBER GRIDS IN PAVEMENTS RESTORATION ...... 636 L. Andrade, G. Campos, N. Menetti
INVESTIGATING THE PERFORMANCE OF EPS SUBGRADES BY LABORATORY TESTS ...... 643 S. Siabil, S. Tafreshi
EXPERIMENTAL INVESTIGATION ON LOAD BEARING AND FAILURE BEHAVIOR OF GE-OSYNTHETIC REINFORCED BASE COURSES OF WORKING PLATFORMS FOR MOBILE CONSTRUCTION MACHINES ...... 649 R. Worbes, C. Moormann
COMPARISON OF PULLOUT TEST RESULTS CARRIED OUT ON STEEL GRID AND GEOSYNTHETIC MATERIALS ...... 658 S. Schwerdt, U. Turczynski, D. Ohle, A. Ponomaryov, D. Tatiannikov
DEVELOPMENT OF THE UTILIZATION METHODS OF RECYCLED PET AS CONSTRUCTION MATERIALS ...... 666 Y. Kim, D. Cho, I. Bhang
DIFFERENCE ANALYSIS ON THE PERFORMANCE OF THE PILE-NET COMPOSITE FOUNDATIONS (DIFFERENT PILE TYPES) OF HIGH SPEED RAILWAY ...... 672 Y. Xu, L. Xu, Y. Huang, J. Zhou
ESTIMATION OF BEARING CAPACITY OF GEOSYNTHETIC-REINFORCED FOUNDATION SOIL BASED ON INCREASED ANGLE OF INTERNAL FRICTION CONCEPT ...... 682 S. Aria, S. Shukla, A. Mohyeddin
THE RESEARCH OF BEHAVIOR ON STRESS AND SETTLEMENT BASED ON FINITE ELEMENT ANALYSIS OF COMPOSITE GROUND REINFORCED WITH GCP ...... 690 G. Kim, S. Na, H. Kim, D. Kim
DESIGN METHOD FOR TEMPORARY WORKING PLATFORMS USING GEOSYNTHETICS ...... 695 P. Rimoldi, P. Pezzano, N. Brusa
CENTRIFUGE MODEL STUDIES ON GEOGRID REINFORCED EMBANKMENTS ...... 702 R. Rajagopal, B. Viswanadham
LOAD BEARING AND DEFORMATION BEHAVIOR OF UNREINFORCED AND REINFORCED WORKING PLATFORMS FOR MOBILE CONSTRUCTION MACHINES - NEW FINDINGS FROM FIELD AND MODEL EXPERIMENTS ...... 708 R. Worbes, C. Moormann
FULL SCALE SIMULATION OF ROAD COLLAPSE USING ACCELERATED PAVEMENT TESTING ...... 717 H. Park, Y. Kim, J. Choi
INTERLOCKED FLOOR DRAINAGE, APPLIED OVER CONCRETE SLAB AT TAGUATINGA SHOPPING, BRASÍLIA/DF, BRAZIL ...... 722 H. Paranhos, R. Farias, I. Bezerra, R. Pimentel ANALYSIS OF THE INFLUENCE OF BUSES ON STABILITY OF SLOPES FOR RECOVERY OF RAVINES AND VOÇOROCAS ...... 728 H. Paranhos, R. Farias, J. Carvalho, R. Pimentel
NUMERICAL STUDY ON BEHAVIOR OF THIN SPRAY-ON LINER IMPLEMENTED TUNNEL LINING ...... 741 C. Lee, S. Chang, S. Choi, T. Kang, K. Lee, D. Kim, B. Park
REUSE OF RIBBON ARCHS AS REINFORCEMENT ELEMENT IN RETAINING WALLS WITH FACE MADE BY CONCRETE BLOCKS ...... 748 H. Paranhos, R. Farias, L. Silva, I. Bezerra, R. Pimentel
COMPARATIVE STUDY WITH THE DISPLACEMENT CONTROLLED MODEL ON 2D NUMERICAL ANALYSIS OF A SHIELD TBM TUNNEL ...... 759 K. You, Y. Kim
FIELD MONITORING AND STABILITY ANALYSIS OF A CUT SLOPE REINFORCED BY VARIOUS EARTH RETENTION SYSTEMS ...... 763 Y. Song, M. Kim, K. Kim
REVIEW ON ASSESSMENT METHOD FOR LONG-TERM SETTLEMENTS ON ABUTMENTS IN DESIGN STAGE ...... 769 M. Nam, J. Do, M. Park, H. Han
EFFECTS OF PARTICLE SIZE AND DISTRIBUTION ON STRENGTH ESTIMATED BY DYNAMIC CONE PENETROMETER IN ARCTIC REGION ...... 772 S. Kim, W. Hong, J. Lee
CONDITIONAL MERGING TECHNIQUE FOR THE ACCURATE ESTIMATION OF GROUND SETTLEMENT ...... 776 I. Kang, T. Kim
EVALUATION OF MULTIPLIER COEFFICIENTS FOR A PILE GROUP UNDER SEISMIC LOADING IN DRY LOOSE SAND ...... 780 B. Nguyen, N. Tran, S. Kim
LABORATORY STUDY OF UNIAXIAL COMPRESSIVE STRENGTH FOR MIXED SOIL SPECIMENS OF JET-GROUT SIMULATION ...... 788 B. Kim, Y. Jo, Y. Jang, B. Kim
INTRODUCTION OF A VEGETATION–FRIENDLY BIO-BASED SOIL BINDER ...... 794 S. Lee, I. Chang, A. Tran, G. Cho
LEAK DETECTION THROUGH GEOMEMBRANE LINER USING ELECTRICAL RESISTIVITY METHOD ...... 800 L. Pandey, S. Shukla, D. Habibi
PROTECTION & RETENTION SYSTEM OF KALIAPANI CHROMITE MINES DUMP USING GABION WALL: A CASE STUDY ...... 806 S. Tung, D. Roychowdhury
ANALYSIS OF TIME-DEPENDENT BEHAVIOR OF GEOGRIDS BY CREEP AND STRESS RELAXATION TESTS ...... 814 H. Jeon, Y. Yu, H. Lee FIELD TEST ON APPLICATION OF DETECTING MATERIALS FOR MAINTENANCE OF THE RESTORED CAVITY ...... 820 K. Kim, H. Shin, D. Kim, J. Park, S. You, J. Yun, G. Hong
STUDY ON THE IN SITU-EXPANDED GEOSYNTHETIC BAGS FOR EMERGENCY RESTORATION OF GROUND SUBSIDENCE: (I) THE CONCEPTUAL APPROACH ...... 827 J. Yuu, H. Kang, J. Park, Y. Chung
A STUDY ON OCCURRENCE CHARACTERISTICS OF CAVITY AND RELAXATION ZONE ACCORDING TO DAMAGE SCALE OF SEWAGE PIPE IN UNDERGROUND ...... 832 S. You, J. Han, H. Ahn, M. Jeong, Y. Kim, G. Hong
EFFECT OF PH ON HEAVY METAL REMOVAL IN CONTAMINATED SOIL USING NANOBUBBLE ...... 838 M. Kim, H. Kim, Y. Park, J. Han, S. Jeong
VOLUME 2
QUANTITATIVE OBSERVATION OF GEOTEXTILE VOID NETWORK ...... 843 D. Kim, D. Frost
QUANTITATIVE OBSERVATION OF GEOTEXTILE FILAMENT STRUCTURES ...... 851 D. Kim, D. Frost
A DESIGN CASE OF DEEP EXCAVATION WITH STEEL PIPE STRUT METHOD ...... 859 G. Kim, J. Lee, E. Hwang, S. Seo, K. Lee
EVALUATION OF STABILITY ACCORDING TO SPACES BY ANCHOR TYPE ...... 863 H. Seo, S. Park, W. Yang, K. Lee
GEOSYNTHETIC-REINFORCED SOIL TECHNOLOGY IN RAILWAY APPLICATIONS – FROM WALLS TO BRIDGES ...... 867 F. Tatsuoka
STABILITY OF GEOSYNTHETIC-ENCASED STONE COLUMNS UNDER EMBANKMENT LOAD ...... 891 J. Chen, L. Li, J. Xue
FIRST STEP TO MODEL THE INSTALLATION EFFECT OF GEOSYNTHETIC ENCASED SAND COLUMNS ON EXISTING COLUMNS ...... 899 S. Nagula, J. Grabe
GEOTEXTILE ENCASED COLUMNS FOR REDUCING THE HEAVE POTENTIAL OF EXPANSIVE CLAYS ...... 907 P. Rimoldi
BEHAVIOR OF GEOSYNTHETIC ENCASED STONE COLUMNS (GESC) UNDER CYCLIC LOADING: EXPERIMENTAL STUDY ...... 917 Q. Abbas, C. Yoo
AN EXPERIMENTAL STUDY TO INCREASE BEARING CAPACITY AND REDUCE BULGING OF STONE COLUMNS USING GEOGRID REINFORCED SAND BED ...... 925 A. Dey, P. Debnath ANALYSIS OF THE PERFORMANCE OF ENCASED GRANULAR COLUMNS BASED ON LABORATORY AND FIELD TEST DATA ...... 934 J. Jayapal, K. Rajagopal
TWO MEASUREMENT PROGRAMS OF A "CLASSIC" AND OF A "NOVEL" GEOSYNTHETIC STRUCTURE ...... 941 K. Blume, D. Alexiew
LIFETIME PREDICTION OF HIGH TENACITY POLYESTER YARNS FOR HYDROLYTIC DEGRADATION USED FOR SOIL REINFORCEMENT ...... 949 H. Koo, H. Cho, J. Kim, H. Zanzinger
LONG TERM EFFECT OF CREEP STRENGTH FOR DAMAGED GEOSYNTHETICS DURING CONSTRUCTION ...... 955 M. Yokoyama, M. Kubo, Y. Kurachi, S. Allen
POLYVINYL ALCOHOL YARNS LONG TERM PROPERTIES CHARACTERIZATION AND ASSESSMENTS. PART I: PHYSICAL BEHAVIOR AFFINITY ...... 961 Y. Bian, X. Colin, M. Aressy
POLYVINYL ALCOHOL YARNS LONG TERM PROPERTIES CHARACTERIZATION AND ASSESSMENTS. PART II: ...... 969 Y. Bian, X. Colin, M. Aressy
EXHUMATION OF GEOTEXTILES FROM A GEOSYNTHETIC REINFORCED BRIDGE ABUTMENT AFTER 17 YEARS OF SERVICE ...... 977 M. Koerner, G. Koerner, R. Koerner
ACCELERATION OF CHEMICAL DEGRADATION OF POLYESTER REINFORCEMENT PRODUCTS UNDER MECHANICAL STRESS IN HIGH ALKALINE CONDITIONS ...... 986 O. Detert, S. Koroliuk
INFLUENCE OF GEOSYNTHETICS ON THE OSCILLATIONS AMPLITUDE OF RAILWAY SUBGRADE ...... 990 A. Konon, A. Petriaev
GEOSYNTHETICS IN RAILWAY CONSTRUCTIONS – GROUNDWATER PROTECTION ...... 999 M. Hempel, J. Su
DESIGN AND CONSTRUCTION OF GRS INTEGRAL BRIDGES FOR RAILWAYS IN JAPAN ...... 1005 M. Koda, H. Nishioka, K. Kojima, S. Tamai, F. Tatsuoka
MODELLING OF GEOGRID-REINFORCED BALLAST UNDER DIRECT SHEAR AND IMPACT LOADING ...... 1013 N. Ngo, B. Indraratna, F. Ferriera
DESIGN AND CONSTRUCTION OF VARIOUS TYPE GRS STRUCTURES FOR A NEW HIGH-SPEED RAILWAY ...... 1023 D. Soga, Y. Takano, T. Yonezawa, M. Koda, M. Tateyama, F. Tatsuoka
GEOSYNTHETIC REINFORCED & UNREINFORCED RAIL TRACK FOUNDATION COMPARISON OF ANALYTICAL METHODS AND NUMERICAL MODELLING ...... 1031 M. Bakare, R. Mahajan, C. Solanki
HYDRAULIC CONDUCTIVITY OF NON-PREHYDRATED AND PREHYDRATED ATTAPULGITE-POLYMER BENTONITE GCLS ...... 1039 A. Oren, M. Ozturk, T. Kul, Z. Nart HYDRAULIC BARRIER PERFORMANCE OF ZEOLITE-AMENDED CLAY LINERS AGAINST CALCIUM CHLORIDE SOLUTION ...... 1047 T. Inui, T. Katsumi, A. Takai, K. Sato, H. Arakawa
WATER CONTENT, SWELL INDEX AND CATION EXCHANGE OF GCLS DUE TO SUBSOIL HYDRATION ...... 1054 T. Kul, A. Oren
IMPACT OF WET-DRY CYCLES ON THE SWELLING ABILITY AND HYDRAULIC CONDUCTIVITY OF A POLYMER MODIFIED BENTONITE ...... 1062 M. Camillis, G. Emidio, A. Bezuijen, R. Verastegui-Flores
NEW TECHNIQUE FOR PREDICTIVE GEOMEMBRANE STRESS CRACK PERFORMANCE: COMMERCIAL APPLICATION ...... 1069 B. Ramsey, H. Zanzinger, E. Zimmel
EFFECT OF BENTONITE MASS PER UNIT AREA ON THE DESICCATION OF GEOSYNTHETIC CLAY LINERS UNDER HIGH TEMPERATURE AND LOW OVERBURDEN PRESSURE ...... 1075 B. Yu, A. El-Zein, R. Rowe
BEHAVIOUR OF EMBANKMENT OVER SOFT CLAY SUPPORTED BY GEOGRID AND CONCRETE PILES ...... 1083 C. Atalar, E. Shin, B. Das
STRESS-STRAIN RESPONSE OF SAND REINFORCED WITH A GEOCOMPOSITE ...... 1091 D. Carlos, M. Pinho-Lopes, M. Lopes
USE OF GEOSYNTHETHICS FOR SUBGRADE STABILIZATION ...... 1099 S. Vyas
NUMERICAL MODELLING OF GEOCELL REINFORCED FOUNDATION BEDS ...... 1105 R. Gedela, R. Karpurapu
SOIL IMPROVEMENT WITH MINI JETGROUT COLUMNS AND GEOGRID REINFORCED MECHANICAL FILL SYSTEM UNDER A MACHINE FOUNDATION ...... 1111 O. Dadasbilge, N. Huvaj
EXPERIMENTAL INVESTIGATION OF THE STABILIZATION PERFORMANCE TRENDS OF TWO GEOGRIDS CONSTRUCTED ON LOW BEARING CAPACITY SUBGRADE ...... 1119 S. Gokova, M. Saltan, S. Terzi, E. Tutumluer, V. Uz, M. Karasahin
USING GEOSYNTHETICS FOR SOFT GROUND STABILIZATION IN THE APPROACH TO THE VOLHOV RIVER BRIDGE ...... 1126 A. Petriaev
INVESTIGATION OF VERTICAL STRESS BEHAVIOR FOR REINFORCED MODEL ...... 1131 E. Cicek, E. Guler
EXCAVATION COUNTERMEASURES UTILIZING GEOCELL AT THE FOUNDATION GROUND OF THE RIVER EMBANKMENT ...... 1136 K. Mori, Y. Hashizume, K. Kaneko
EFFECTS OF GLASS FIBRES ON THE SHEAR STRENGTH OF SANDY SOIL...... 1141 V. Chib, T. Chopra, R. Pathak SHEAR STRENGTH BEHAVIOR OF SILTY SOIL REINFORCED WITH BASALT FIBER ...... 1146 S. Sert, C. Ndepete
DESIGN OF CONTAINER YARDS PAVING USING GEOCELLS ...... 1154 S. Vedpathak, V. Patil, G. Dalmia, S. Bagli
INFLUENCE OF BASE COURSE THICKNESS ON THE DEFORMATION BEHAVIOR OF GEOGRID-REINFORCED PAVEMENT ...... 1158 A. Soe, J. Kuwano, I. Akram, T. Kogure
NUMERICAL MODELLING OF GEOSYNTHETIC-REINFORCED UNPAVED ROADS USING FLAC 2D ...... 1166 G. Goud, S. Mouli, B. Umashankar
REINFORCEMENT RATIO OF ROAD PAVEMENT GRAINED LAYERS WITH APPLICATION OF GEOSYNTHETIC MATERIALS ...... 1176 I. Gameliak, A. Nikolaichuk, G. Zhurba
INFLUENCE OF GEOSYNTHETIC REINFORCEMENT ON UNPAVED ROAD PERFORMANCE AFTER SURFACE MAINTENANCE ...... 1185 I. Gongora, E. Palmeira, J. Ante
ESTONIAN GUIDELINE FOR PAVEMENT GEOSYNTHETICS ...... 1193 S. Sillamae, K. Kontson
STRESS RESPONSES OF GEOSYNTHETIC-REINFORCEMENT PAVEMENT FOUNDATION ...... 1200 J. Wright, S. Kim, B. Kim
GEOTEXTILE TUBE AS AN ALTERNATE SOLUTION FOR COASTAL REMEDIATION ...... 1206 D. Harninto, Y. Suprapto, N. Tiasundari
GREEN REVETMENT SOLUTIONS FOR RIVERBANK EROSION PROTECTION ...... 1212 J. Tan, T. Yee
CASE STUDY: USE OF TERRAMESH TO RECOVERY EROSIONS IN TAILINGS AND WATER RESERVOIRS ...... 1219 R. Fernandes, S. Rodrigues
PERFORMANCE EVALUATIONS OF EROSION AND SEDIMENT CONTROL BMPS USING INDEPENDENT FULL-SCALE SIMULATIONS ...... 1223 C. Sprague, S. Allen, J. Sprague
CONSTRUCTION METHODOLOGY AND DIMENSIONING OF SILT FENCES: SCIENTIFIC, NORMATIVE AND LABORATORIAL REVIEW ...... 1230 M. Muller, D. Vidal, E. Andrade
ANALYSIS AND RECOVERY PROPOSAL FOR EROSION PROCESS LOCATED IN THE CITY OF PLANALTINA-GO ...... 1238 R. Farias, H. Paranhos, R. Ribeiro, I. Bezerra, R. Pimentel, L. Schimidt
MITIGATION OF LIQUEFACTION-INDUCED GROUND DISPLACEMENT BY USING GRAVEL AND GEOSYNTHETICS – VALIDATION BY MODEL EXPERIMENT ...... 1247 H. Setiawan, Y. Serikawa, M. Nakamura, W. Sugita, M. Miyajima EXPERIMENTAL AND NUMERICAL INVESTIGATE ON SINGLE FIBER PULL-OUT FROM CEMENT STABILIZED SOIL ...... 1255 Q. Li, J. Chen, H. Hu, L. Fan-Fan, Q. Shi
GEOCELL MATTRESS FOR HIGH EMBANKMENTS ON BLACK COTTON SOIL ...... 1262 G. Rao, J. Kumar
LABORATORY INVESTIGATION OF GEOSYNTHETICS REINFORCEMENT FOR THE PREVENTION OF SINKHOLE FORMATION INDUCED COLLAPSE...... 1268 Q. Abbas, C. Yoo
EVALUATION OF THE SHEAR STRENGTH PROPERTIES OF EXPANDED POLYSTYRENE GEOFOAM USING DIRECT SHEAR TEST ...... 1274 Y. Beju, J. Mandal
CASE STUDY: PERFORMANCE OF A GEOGRID STABILISED WORKING PLATFORM CONSTRUCTED OVER EXTREMELY SOFT DREDGED SILT ...... 1283 M. Dobie, A. Lees, J. Khanardnid
CASE STUDY OF GROUND IMPROVEMENT USING PVD FOR REINFORCED EARTH WALL ...... 1291 S. Mulani, G. Kumar, D. Roychowdhary
REDUCED SCALE LABORATORY PHYSICAL MODEL FOR A GEOTEXTILE REINFORCED EMBANKMENT UNDER GROUNDWATER FLOW ...... 1295 A. Ozer, O. Akay
ASSESSMENT OF THE INTERFACE SHEAR STRENGTH BETWEEN HDPE GEOMEMBRANE AND TROPICAL SOIL BY THE DIRECT SHEAR TEST ...... 1303 S. Costa Jr., P. Lodi
GEOSYNTHETIC INTERFACE DISPLACEMENTS DURING THE CONSTRUCTION OF A LANDFILL CAP ...... 1311 G. Fowmes, K. Zamara, N. Dixon
LABORATORY INVESTIGATION ON CIRCULAR APERTURE GEOGRIDS REINFORCED SOIL INTERFACE PROPERTIES ...... 1317 J. Gu, M. Zhang, G. Li
CELL-SIZE EFFECT ON THE PULLOUT RESISTANCE OF SQUARE-SHAPED GEOCELLS EMBEDDED IN GRAVEL ...... 1325 Z. Xu, H. Munoz, S. Oloya, T. Kiyota
EXPERIMENTAL STUDY OF SHEAR BEHAVIOR OF SOIL-GEOSYNTHETIC INTERFACE BY LARGE SCALE DIRECT SHEAR TEST ...... 1336 S. Feng, Y. Shen, J. Chang, H. Chen
SOME ASPECTS CONCERNING THE LABORATORY EVALUATION OF GEOSYNTHETIC INTERFACE FRICTION ...... 1344 P. Pavanello, P. Carrubba, N. Moraci, P. Pezzano
SHEAR STRENGTH OF (COMPOSITE) GEOMEMBRANE-SOIL INTERFACES ...... 1352 W. Cen, H. Wang, S. Chen, X. Du
STRAIN AND STRESS CONTROLLED GEOSYNTHETIC INTERFACE TESTING ...... 1358 G. Baykal DEFORMATIONS OF REINFORCED-SOIL RETAINING WALLS ...... 1366 K. Kazimierowicz-Frankowska
COUPLED HYDRO-MECHANICAL ANALYSES OF A MULTI-TIER GEOSYNTHETIC- REINFORCED SOIL SLOPE SUBJECT TO RAINFALL INFILTRATION ...... 1374 K. Yang, J. Thuo, J. Chen, C. Liu
NUMERICAL ANALYSIS OF UPLIFT CAPACITY OF STRIP PLATE ANCHORS IN REINFORCED AND UNREINFORCED COHESIONLESS SOILS ...... 1383 B. Korkmaz, M. Keskin
ANALYSIS OF BEARING CAPACITY OF REINFORCED RETAINING STRUCTURES ...... 1391 J. Derksen, M. Ziegler, O. Detert, H. Hangen
NUMERICAL STUDY OF FACING TYPE EFFECTS ON REINFORCED SOIL WALLS RESPONSE UNDER SERVICE AND SEISMIC LOADS ...... 1398 M. Kashkooli, K. Fakharian, S. Madani
PHYSICAL MODELLING STUDIES OF THE EFFECT OF SURCHARGE ON THE BEHAVIOR OF GEOGRID REINFORCED SOIL WALLS ...... 1407 R. Linhares, M. Ehrlich, S. Mirmoradi, L. Oliveira
COMMON MISTAKES IN DESIGNING MSE WALL WITH FINITE ELEMENT METHOD ...... 1414 G. Gouw
NUMERICAL SIMULATION OF SOIL NAILED RETAINING SYSTEMS WITH GEOSYNTHETIC REINFORCEMENT AS THE FACING SUPPORT ...... 1425 A. Lavasan, O. Detert, P. Duijnen
THE USE OF PVC GEOMEMBRANES IN TUNNELS AND UNDERGROUND STRUCTURES- SPECIAL TESTABLE AND REPARABLE WATERPROOFING SYSTEMS ...... 1432 M. Cunegatti
LONG-TIME BEHAVIOR OF EXPOSED GEOMEMBRANES USED FOR THE UPSTREAM FACE REHABILITATION OF CONCRETE AND MASONRY DAMS...... 1441 D. Cazzuffi, D. Gioffre
STABILITY OF TWO LANDFILLS AGAINST SLIDING ALONG INTERFACES OF GEOSYNTHETICS IN BASE LINING SYSTEMS ...... 1449 M. Datta, R. Bhowmik, A. Mahanta
ENGINEERING COMPLIANCE – EAST LONDON REGIONAL WASTE DISPOSAL SITE – A CASE STUDY ...... 1458 N. Dookhi
CASE HISTORY OF A 22-YEAR OLD GEOMEMBRANE LINER AT A DOMESTIC WASTE LANDFILL ...... 1469 T. Rafter, J. Youngblood, G. Koerner
BITUMINOUS GEOMEMBRANES PERFORMANCE FOR PROJECTS IN HIGH SEISMICITY REGIONS ...... 1474 T. Hadj-Hamou, T. Eldridge, R. McIlwraith, B. Breul
REGULATIONS AND RECOMMENDATIONS DESCRIBING THE USE OF GEOSYNTHETIC BARRIERS – A BRIEF SUMMARY OF REGULATED APPLICATIONS ...... 1480 K. Maubeuge REPAIRS UNDERWATER OF A HDPE LINER BY USING A BITUMINOUS GEOMEMBRANE OF A DENSITY MORE THAN 1 ...... 1490 R. McIlwraith, B. Breul, N. Daly
LEAK LOCATION LINER SYSTEM IN ENVIRONMENTAL CONTAINMENTS - CHINA EXPERIENCE ...... 1497 Y. Zheng, H. Ng
THE EFFECT OF RAPID CONVENTIONAL PRELOADING ON PVD WORKS UNDER COMPRESSIBLE SOIL BASED ON GEOTECHNICAL MONITORING DATA...... 1506 N. Tiasudnari, D. Harninto
EXPERIMENTAL RESEARCH ON SOFT GROUND IMPROVEMENT INCORPORATING VERTICAL DRAINS WITH HEATING ...... 1513 B. Kim, C. Yune
EQUIVALENT REDUCTION COEFFICIENT ANALYSIS OF BENDING FLOW CAPACITY FOR PLASTIC VERTICAL DRAINS ...... 1518 J. Wang, L. Hu, T. Li
STUDYING THE BEHAVIOR OF SOFT SOIL IMPROVED WITH PREFABRICATED VERTICAL DRAINS. CASE STUDY ...... 1525 M. Ayeldeen, R. Thurner
NUMERICAL MODELLING OF VACUUM SUCTION DISTRIBUTION AND ITS EFFECTS IN GROUND IMPROVEMENT WITH PVD VACUUM CONSOLIDATION ...... 1533 P. Kumarage, C. Gnanendran
GROUND IMPROVEMENT WITH PVD AT HALDIA, WEST BENGAL, INDIA: A CASE STUDY WITH NUMERICAL VALIDATION ...... 1540 S. Tung, D. Roychowdhury
AN AXISYMMETRIC UNIT CELL SOLUTION OF PVD-IMPROVED SOFT SOIL CONSIDERING A VARIED DISCHARGE CAPACITY ...... 1548 B. Nguyen, D. Yun, Y. Kim
GREEN TECHNOLOGY WITH GEOSYNTHETICS PREVENT ENVIRONMENT FROM RAIL-WAY DANGEROUS POLLUTANTS ...... 1554 A. Petriaev, L. Svatovskaya, M. Baidarashvili, A. Sakharova
TEST PROCEDURE FOR THE ESTIMATION OF THE SERVICE LIFE OF PVC-P-BASED GEOSYNTHETIC BARRIERS (GBR-P) IN ROAD TUNNEL SEALING SYSTEMS ...... 1561 I. Kaundinya, F. Saathoff
REPAIRS ON EXPOSED GEOMEMBRANE LINERS ...... 1570 C. Boyle, F. Gassner, D. Gu
SUSTAINABLE REHABILITATION OF A HIGHWAY SLOPE FAILURE WITH GEOSYNTHETICS ...... 1578 A. Tang, J. Wu, I. Lee
CARBON FOOTPRINT IN GEOTECHNICAL CONSTRUCTIONS AND GEOSYNTHETICS IMPACT ON THE ENVIRONMENT ...... 1585 V. Toth, P. Palocko, M. Bakos SUSTAINABLE AND ENVIRONMENTALLY FRIENDLY REINFORCED SOIL SLOPES AND WALLS CONSTRUCTED WITH DRAINING GEOGRIDS: RECENT UK EXPERIENCE ...... 1594 N. Brusa, P. Naughton, M. Scotto
APPLICATION OF REINFORCED SOIL STRUCTURE IN DULONG MINING EXPANSION PROJECT ...... 1602 M. Wang, B. He, S. Jiang, Q. He, C. Doulala-Rigby
THE ENGINEERING EXAMPLE OF ANTI-SEISMIC WRAP-STYLED REINFORCED EARTH RETAINING WALL IN GUANGTONG TO DALI RAILWAY ...... 1609 C. Liu, X. Shi, C. Jiang, Q. Li
PIRCA STABILIZATION USING GEOGRIDS IN CARABAYLLO - PERU ...... 1617 N. Valderrama, A. Alza, Z. Aguilar
CASE STUDY ON DEFORMATION OF REINFORCED SOIL WALL USING GEO-TEXTILES ...... 1630 H. Hashimoto, T. Yamanishi, H. Hayashi, S. Kawajiri, T. Kawaguchi, S. Yamashita
REINFORCED SOIL WALL FOR A WORKING PLATFORM FOR 1000 TON CRANE AND TBM MACHINE: ELAN VALLEY AQUEDUCT, BLEDDFA, WALES, UK ...... 1638 P. Guerra-Escobar, P. Bernardini
DAMAGE OF GEOGRID REINFORCED SOIL WALL CAUSED BY EXTREME LOAD - JAPANESE CASE HISTORIES ...... 1647 Y. Miyata, M. Shinoda, J. Hironaka
A GEOGRID REINFORCED STEEP SLOPE 60.0 M HIGH FOR THE STABILISATION OF THE VALPOLA LANDSLIDE IN NORTHERN ITALY ...... 1651 D. Cazzuffi, P. Recalcati
FROM FALSE ABUTMENT TO TRUE ABUTMENT USING MSEW WITH POLYMERIC REINFORCEMENT: THE LANSERIA INTERNATIONAL AIRPORT ...... 1659 E. Zannoni, O. Masongwa, E. Oliver, N. Poxon
SHAKING TABLE TESTS ON COMBINED USE OF EPS AND GEOGRID TO IMPROVE SEISMIC STABILITY OF BRIDGE ABUTMENTS ...... 1667 J. Koseki, Y. Yamazaki, H. Kyokawa, T. Konami, T. Nishi, T. Kubota
ANALYSIS OF INTERACTION OF GEOSYNTHETICS AND COLLAPSIBLE SOILS ON THE EXAMPLES OF THE USE IN KAZAKHSTAN ...... 1673 T. Muzdybayeva, A. Zhussupbekov, S. Toleubayeva, Y. Muzdybayev
IMPACTS OF EPS INCLUSION DENSITY AND BACKFILL SOIL TYPE ON EARTH PRESSURE REDUCTION AROUND A BURIED PIPE...... 1680 A. Witthoeft, H. Kim, D. Kim
VOLUME 3
THE USE OF GEOSYNTHETIC MATERIALS IN SPECIAL ENGINEERING GEOLOGICAL CONDITIONS OF THE FAR EAST ...... 1690 S. Kudryavtsev, T. Valtseva
RELIABILITY ESTIMATION OF REINFORCED STRUCTURES UNDER INITIAL DATA UNCERTAINTY ...... 1696 E. Fedorenko APPLICABILITY OF INSULATION LAYER ON THERMAL PERFORMANCE OF ENERGY SLAB ...... 1702 S. Lee, K. Oh, H. Choi, S. Park, S. Han
INFLUENCE OF SLURRY DENSITY ON STRENGTH AND DEFORMATION PROPERTY OF LIQUEFIED STABILIZED SOIL REINFORCED WITH PAPER ...... 1710 T. Do, Y. Kohata, M. Sasaki
CASE STUDY ON THE DEFORMATION CONTROL METHOD FOR EMBANKMENT DURING LIQUEFACTION BY USING GEOSYNTHETICS SANDWICHED WITH GRAVELS ...... 1718 H. Kawasaki, M. Kubo, H. Aung, Y. Kurachi
CELLWEB TREE ROOT PROTECTION (TRP): SYSTEM SPECIALLY DESIGNED TO PROTECT TREES AND THEIR ROOT SYSTEM ...... 1725 P. Bernardini, P. Guerra-Escobar
RELEVANT PROPERTIES OF GEOSYNTHETIC REINFORCEMENTS ON THE INTERACTION BEHAVIOR UNDER STATIC AND CYCLIC LOAD CONDITIONS ...... 1733 O. Detert, A. Lavasan
DESIGN APPROACH FOR THE SELF-REGULATING INTERACTIVE MEMBRANE FOUNDATION SYSTEM FOR EMBANKMENT CONSTRUCTION ON VERY SOFT SOILS ...... 1740 O. Detert, D. Konig, D. Alexiew
GEOSYNTHETICS PERMEATED WITH SOIL BIO-STABILIZATION AGENT ...... 1748 D. Terzis, L. Laloui
STUDY ON THE EFFECTS OF DEFORMATION CONTROL FOR EMBANKMENT DURING LIQUEFACTION BY USING GEOSYNTHETICS SANDWICHED BETWEEN GRAVEL ...... 1756 R. Hashimoto, M. Yoshida, M. Kubo, H. Kawasaki, Y. Kurachi
APPLICATION OF LAYERED COMPOSITE THEORY FOR PREDICTING THE MECHANICAL PROPERTIES OF GEOTEXTILES ...... 1760 U. Erdogan, N. Erdem
DAMAGE OF GEOTEXTILE DUE TO IMPACT OF STONES ...... 1769 A. Bezuijen, E. Izadi
FLEXURAL PROPERTIES OF A COMPOSITE GEOFOAM-GEOGRID MATERIAL FOR USE IN EMBANKMENTS ON POLYGONAL GROUND ...... 1777 E. Guzman, M. Alfaro
CORRELATION BETWEEN STANDARD ACCELERATED UV TESTS AND ONSITE UV DEGRADATION FOR HIGH STRENGTH WOVEN POLYESTER REINFORCEMENT GEOTEXTILES IN NEW ZEALAND ...... 1785 G. Stevens, T. Yee, S. Pang
EVALUATION OF SOIL-REINFORCEMENT INTERFACE SHEAR BAND ...... 1793 A. Morsy, G. Roodi, J. Zornberg
DETERMINE GEOTEXTILE-GEOMEMBRANE INTERFACE FRICTIONAL PROPERTIES USING INCLINED PLANE TEST ...... 1801 S. Lajevardi, P. Shaykhi, L. Briancon
CHARACTERIZATION OF EXPANDED POLYSTYRENE-FERROCEMENT GEOMAT ...... 1809 F. Ahmad, M. Halim, V. Anggraini EXPERIMENTAL EVALUATION OF THE PULLOUT RESISTANCE OF POLYMERIC STRIPS WITHIN UNIFORM SAND AND LATERITIC SILTY SOIL ...... 1818 R. Pierozan, G. Araujo, E. Palmeira
AN AUSTRALIAN APPROACH FOR DESIGNING GEOGRID REINFORCED FLEXIBLE PAVEMENTS ...... 1825 A. Shahkolahi, J. Klompmaker
LOAD SETTLEMENT BEHAVIOR OF RECLAIMED ASPHALT PAVEMENT (RAP) REINFORCED WITH POLYMER GEOGRID ...... 1833 D. Saha, J. Mandal
APPLICATIONS OF NATURAL GEOTEXTILES IN ASPHALT OVERLAYS TO RETARD REFLECTION CRACKING ...... 1839 N. Sudarsanan, K. Rajagopal, A. Veeraragavan, R. Gedela
LARGE SCALE TESTS FOR GEOGRID REINFORCED UNPAVED ROADS ...... 1845 A. Demir, T. Sarici, B. Ok, B. Demir, M. Komut, S. Comez, A. Mert
EVALUATION OF THE EFFECTIVENESS OF PERMEABLE PAVER IN SIGHT OF WATER PRESENCE ...... 1853 B. Ribeiro, I. Gongora, H. Paranhos, C. Souza
EVALUATION OF THE PERFORMANCE OF GEOTEXTILES USING FINITE ELEMENT ANALYSIS IN THE SETTLEMENT RESULTS: A CASE STUDY IN KAYSERI, TURKEY ...... 1860 H. Yalcin, M. Akin, A. Cabalar
ASSESSMENT OF BEHAVIOR OF SOIL-GEOCELL PULLOUT CAPACITY ...... 1867 A. Isik, A. Gurbuz
COMPRESSIVE STRENGTH BEHAVIOUR OF GLASS FIBRE REINFORCED BLAST FURNACE SLAG-BASED MATERIAL ...... 1874 D. Mandal, B. Lal, K. Shankar
SPECIMEN SIZE EFFECT IN TRIAXIAL TESTING OF GEOTEXTILE REINFORCED SAND ...... 1881 V. Nandhi, L. Madhavi
SMALL-STRAIN DYNAMIC PROPERTIES OF SAND-EPS BEAD MIXTURES ...... 1888 S. Ramadan, R. El-Sherbiny, M. El-Khouly
DEFORMATION PROPERTIES OF GEOSYNTHETIC REINFORCED GRAVEL AT SMALL STRAIN RANGE ...... 1896 S. Lenart, J. Koseki
A STUDY ON THE EFFECT OF SCALE AND TESTING METHOD ON SOIL- GEOSYNTHETIC INTERACTION ...... 1902 G. Roodi, A. Morsy, J. Zornberg
FLAC BASED 3D NUMERICAL ANALYSIS OF MACHINE FOUNDATIONS RESTING ON GEOSYNTHETICS REINFORCED SOIL BED ...... 1910 H. Venkateswarlu, K. Ujjawal, A. Hegde
BEARING CAPACITY OF REINFORCED SOIL UNDER A STRIP FOOTING: CENTRIFUGE TESTS ...... 1918 A. Kyparissis, M. Pinho-Lopes INFLUENCE OF PRESTRESS ON THE BEHAVIOUR OF FOOTINGS RESTING ON REINFORCED FOUNDATION BEDS ...... 1927 J. Jayaraj, R. Shivashankar, A. Anandan
EFFECT OF ANCHOR SYSTEM ON BEARING CAPACITY OF COIR GEOTEXTILE REINFORCED BEDS ...... 1934 P. Neethu, P. Jayasree, K. Sabith
TIRE CHIPS REINFORCED FOUNDATION AS LIQUEFACTION COUNTERMEASURE OF RESIDENTIAL BUILDING ...... 1940 H. Hazarika, S. Pasha, N. Yoshimoto, T. Kinoshita, S. Endo, A. Karmokar, T. Hitosugi
EFFECT OF GEOFOAM LOCATION AND DENSITY ON THE IMPROVEMENT OF BURIED FLEXIBLE PIPE ...... 1948 B. Soylemez, N. Huvaj
THE EVOLUTION OF MELT THERMOGRAMS OF HDPE, LLDPE AND BLENDED GEOMEMBRANES INCUBATED AT 105°C ...... 1956 R. Awad, M. Morsy, R. Rowe
PREDICTING THE DEPLETION OF ANTIOXIDANTS IN HIGH DENSITY POLYETHYLENE (HDPE) UNDER SUNLIGHT USING THE RECIPROCITY LAW ...... 1964 S. Vahidi, G. Hsuan, A. Elsafty
VISUALIZATION OF BENTONITE DESICCATION DURING THERMAL CYCLING USING X-RAY CT ...... 1972 T. Mukunoki, W. Take
ANALYSIS OF THE EFFECT OF A WHITE COEXTRUDED LAYER ON THE DEVELOPMENT OF SOLAR RADIATION-INDUCED WRINKLES IN POLYETHYLENE GEOMEMBRANES...... 1977 D. Beaumier, P. Dolez, E. Blond, D. Adesokan
A COMPARISON OF HDPE GEOMEMBRANES FOR RESPONSE TO STRAINS THAT MAY BE ASSOCIATED WITH STRESS CRACKING ...... 1985 D. Adesokan, B. Marcotte, I. Fleming, C. Tarnowski
LINING OF MINE RESIDUE STORAGE FACILITIES ...... 1992 M. Sadlier, F. Gassner, J. Cowland
SEISMIC ANALYSIS OF GRAVITY RETAINING WALL WITH EPS GEOFOAM INCLUSION ...... 1999 A. Banerjee, A. Boominathan, K. Chaitanya
SIMPLE CONSTITUTIVE MODELS TO STUDY THE INFLUENCE OF INSTALLATION DAMAGE ON THE LOAD-STRAIN RESPONSE OF TWO GEOGRIDS ...... 2004 A. Paula, M. Pinho-Lopes
NUMERICAL ANALYSIS OF SHORED REINFORCED SOILS WALLS ...... 2012 B. Khirwadkar, R. Mahajan
ANALYSIS OF FORCE AND DEFORMATION CHARACTERISTICS IN GEOSYNTHETIC- REINFORCED STRUCTURES ...... 2020 S. Ai, H. Chen, S. Feng
LABORATORY EVALUATION OF DEFORMATIONS OF GEOSYNTHETIC-REINFORCED RETAINING WALLS SUBJECTED TO FOOTING LOADING ...... 2027 J. Kakrasul, J. Han, S. Rahmaninezhad HORIZONTAL DISPLACEMENTS OF REINFORCED SOIL WALLS FROM LIMIT EQUILIBRIUM CALCULATIONS ...... 2036 P. Rimoldi
PERFORMANCE OF PILOT TEST OF GEOTEXTILE TUBE FILLED WITH LIGHTLY CEMENTED CLAY ...... 2050 S. Chew, H. Yim, J. Koh, Z. Eng, K. Chua, S. Tan
A FILTRATION CONCEPT FOR WOVEN GEOTEXTILE WITH GLOCCULATED FINE GRAIN SOIL ...... 2058 Z. Eng, S. Chew
A MEKONG DELTA EXPERIENCE: PROTECTING THE RIVERBANKS WITH GEOTEXTILE SAND CONTAINERS ...... 2066 J. Su, J. Pries
BIOENGINEERING APPROACH FOR SHORELINE PROTECTION USING GEOSYNTHETICS: A MALAYSIAN EXPERIENCE ...... 2074 L. Lim, S. Chew, S. Wee, L. Lau
RESISTANCE OF GEOSYNTHETICS REINFORCED COASTAL DYKES AGAINST OVER- TOPPING TSUNAMI ...... 2082 Y. Kikuchi, T. Hyodo, Y. Nihei, F. Tatsuoka, T. Kobayashi, Y. Kakihara, Y. Kurakami, K. Fukatsu
NUMERICAL MODELING OF LIQUEFACTION POTENTIAL IN FILL MATERIAL OF GEOSYNTHETIC CELLULAR SYSTEM (GCS) SUBJECTED TO WAVE LOADS ...... 2090 S. Madani, I. Rahmani, M. Jalili, H. Ghiassian
AN INVESTIGATION OF A HYBRID OF STONE AND CONCRETE COLUMNS WITH GEO- SYNTHETICS ...... 2099 D. Kalumba, Y. Pudaruth
OPTIMISING TERMINAL ASSET INTEGRITY AND SAFETY THROUGH THE USE OF EMERGING MATERIALS, TECHNOLOGIES AND INNOVATION ...... 2108 D. Hughes, L. Chong
CURRENT DEVELOPMENTS AND TRENDS FOR WATER RESERVOIR RENOVATION WITH GEOSYNTHETICS ...... 2117 M. Sadlier, R. Frobel
CASE STUDY ON THE LOW IMPROVEMENT RATIO DEEP MIXING METHOD UTILIZING GEOSYNTHETICS ...... 2124 T. Murashita, M. Yoshikoshi, M. Ohtani, T. Kaneko, M. Kubo, S. Murakami, Y. Kurachi
REDMUD CONTAINMENT USING COMPOSITE REINFORCED SOIL STRUCTURE; A GREEN PERSPECTIVE ...... 2132 P. Meenu, R. Budhbhatti, M. Korulla
BIM AND GEOSYNTHETICS ...... 2140 P. Pezzano, M. Vicari, N. Brusa
IN-SITU TESTS OF COUNTERMEASURE TECHNIQUE FOR THE FROST HEAVE ON CUT SLOPES USING GEOCELL AND THERMAL INSULATION MATERIAL ...... 2146 R. Ogasawara, K. Mori, Y. Hashizume, K. Kaneko MULTI-CRITERIA ASSESSMENT OF THE LANDFILL CAPPING PROFILE, AN INNOVATIVE ENGINEERING APPROACH TO SELECT CAPPING SYSTEM ...... 2154 S. Paulson
PERFORMANCE EVALUATION OF GEOMAT DRAINAGE GEOCOMPOSITES AND CASE HISTORIES...... 2160 A. Zhao, S. Mandavkar, M. Scotto, P. Rimoldi, S. Miliziano
HYDRAULIC TRANSMISSIVITY TEMPERATURE AND FLOW CONDITION EFFECTS AND CORRECTION FORMULATION FOR TYPICAL DRAINAGE PRODUCTS ...... 2168 C. Hsieh, J. Lai, W. Shyu
USE OF AN ELECTRICALLY CONDUCTIVE DRAIN-TUBE PLANAR GEOCOMPOSITE (EGCP) FOR ACCELERATING THE DEWATERING OF MINE TAILINGS ...... 2177 P. Dolez, E. Blond, P. Saunier
MINIMIZING CLOGGING OF GEOSYNTHETIC DRAINAGE – MECHANISM OF EROSION OF ADJACENT SOIL PARTICLES ...... 2185 S. Takezaki, K. Endo, T. Katsumi
GEOSYNTHETIC DRAINAGE COMPOSITE MATERIALS CONNECTIONS AND ATTACHMENTS ...... 2194 R. Koerner, G. Koerner
ASSESSMENT OF LONG TERM WATER FLOW CAPACITY OF GEOCOMPOSITES ...... 2202 G. Stoltz, G. Bambara, N. Chaouch, D. Croissant, N. Touze-Foltz, A. Herault
COMPARISON OF 1-D AND 2-D GEOTEXTILE DEWATERING TESTS WITH FLY ASH SLURRY ...... 2210 N. Fatema, S. Bhatia, W. Grady
THE STATE OF THE ART AND NEW TRI-PLANAR DRAINAGE COMPOSITE FOR LANDFILL CAPPINGS ...... 2218 J. Cuevas, A. Lopez
LONG-TERM MEASUREMENT OF FROST-HEAVE DEFORMATION IN GEOTEXTILE- REINFORCED SOIL WALLS ...... 2225 A. Sato, T. Yamanashi, T. Suzuki, N. Tatta, T. Kubo
DESIGN CONSIDERATIONS FOR HIGH REINFORCED SOIL STRUCTURES IN A MOUNTAINOUS AND SEISMICALLY ACTIVE REGION IN LUZON, PHILIPPINES ...... 2234 J. Santos, J. Gargullo, K. Leobrera
COMPARISON OF VARIOUS TYPES OF MSE WALL FACINGS ...... 2243 N. Chou, T. Liu, Y. Chen, H. Cheng
DESIGN, CONSTRUCTION AND MONITORING OF POLYMERIC STRIP REINFORCED SOIL FOUNDED ON SOFT SOIL ...... 2251 R. Mahajan, M. Shedekar, V. Roy
ENGINEERING PERFORMANCE ASSESSMENT OF A REINFORCED SOIL RETAINING WALL FOUNDED ON UNSTABLE GROUND ...... 2259 B. Zhang, R. Jones
EFFECT OF GEOGRID-FACING CONNECTION ON MSE WALL DEFORMATIONS INDUCED BY LATERALLY LOADED PILES ...... 2267 W. Mohammed, J. Han DESIGN AND CONSTRUCTION OF REINFORCED WALLS IN ITALY IN COMPLEX STATIC AND SEISMIC CONDITIONS ...... 2273 P. Rimoldi
THE DESIGN OF SOIL REINFORCED STRUCTURES WITH THIN CONCRETE FACING PANELS UNDER RAILWAYS ...... 2283 V. Toth, J. Ortuta, J. Adamec
THE “ZERO LEAKAGE” APPROACH AND GERMAN REGULATIONS FOR GEOSYNTHETICS USED IN LANDFILL LINER AND CAPPING SYSTEMS ...... 2291 A. Wohlecke
EFFECT OF DUAL TRACK WEDGE WELDING AT 30°AMBIENT TEMPERATURE ON POST-WELD GEOMEMBRANE OXIDATIVE INDUCTION TIME ...... 2299 R. Rowe, W. Francey
MULTI-COMPONENT GEOSYNTHETIC CLAY LINER IMPROVES BARRIER APPLICATIONS ...... 2306 K. Maubeuge
NEW DEVELOPMENTS IN POLYETHYLENE MATERIALS FOR GEOMEMBRANE APPLICATIONS ...... 2315 K. Lou, A. Tay, C. Lim
SOIL-WATER CHARACTERISTICS CURVE OF GEOSYNTHETIC CLAY LINERS: EFFECTS OF TEMPERATURE AND VOID RATIO ...... 2322 A. Ghavam-Nasiri, A. El-Zein, D. Airey, R. Rowe
APPLICABILITY OF THE EQUIVALENT COEFFICIENT OF PERMEABILITY IN GEOMEMBRANE LINING SYSTEMS HAVING DEFECTS ...... 2328 A. Lee, E. Shin, J. Kim
ASPERITY HEIGHT OR ASPERITY CONCENTRATION: WHAT MATTERS MORE FOR INTERFACE SHEAR RESISTANCE ON TEXTURED POLYETHYLENE (PE) GEOMEMBRANES? ...... 2333 D. Adesokan, E. Blond
DEVELOPMENTS AND GUIDANCE IN GLOBAL GEOSYNTHETIC SPECIFICATION AND REGULATIONS ...... 2340 B. Ramsey, S. Corbett
A STUDY ON MECHANICALLY STABILIZED EARTH WALL LATERAL DISPLACEMENTS REINFORCED WITH GEOSYNTHETICS AND STEEL STRIPS USING GEOSTUDIO (2D) AND PLAXIS 3D ...... 2346 C. Langcuyan, M. Won
FINITE ELEMENT ANALYSIS OF MULTI-TIERED REINFORCED FLY ASH WALL USING PLAXIS 3D ...... 2351 A. Kumar, J. Mandal
STABILITY ANALYSIS OF A STEEP SLOPE REINFORCED WITH PRESSURE-GROUTED SOIL NAILS ...... 2358 S. Lee, Y. Kim, S. Jeong, K. Lee
COMPREHENSIVE STUDY ON CONSTRUCTION AND DESIGN METHOD FOR CAST-IN- PLACE ENERGY PILES ...... 2365 S. Park, S. Lee, K. Oh, H. Choi, K. Jung 2-D NUMERICAL INVESTIGATION ON LOAD TRANSFER IN PILE-SUPPORTED FILL PLATFORMS SUBJECTED TO CYCLIC LOADING...... 2373 Z. Zhang, G. Ye, F. Tao, J. Han
SLOPE SURFACE TREATMENT USING A BIO-SOIL APPROACH ...... 2381 J. Im, Y. Kwon, G. Cho, I. Chang
EVALUATION ON HEAT EXCHANGE EFFICIENCY OF COAXIAL-TYPE GROUND HEAT EXCHANGER ...... 2387 K. Oh, S. Lee, H. Choi, S. Park, S. Han
GREEN TERRAMESH RETAINING WALL AS EMBANKMENT FILL AT V27 VIADUCT IN NORTH MARMARA HIGHWAY PROJECT ...... 2392 D. Gundogdu, S. Kaymakci, C. Demirel
GREEN TERRAMESH RETAINING WALL AS EMBANKMENT FILL AT V27 VIADUCT IN NORTH MARMARA HIGHWAY PROJECT ...... 2400 D. Gundogdu, S. Kaymacki, C. Demirel
PROOF OF THE EFFECTIVENESS OF ASPHALT REINFORCEMENT AND EVALUATION OF THE APPLICABILITY INTO AN EXISTING DESIGN METHOD ...... 2408 A. Lavasan, M. Zerhouni
URANIUM ORE TREATMENT TAILINGS PONDS REMEDIATION: A GERMAN CASE ...... 2416 L. Carbone, O. Syllwasschy, O. Detert, P. Fantini
SLOPE REINFORCEMENT USING HDPE UNIAXIAL GEOGRID ...... 2424 H. Hidayat, F. Septiastuti, F. Saleh
COMPARATIVE STUDY: OVEN TESTS AND HIGH-PRESSURE AUTOCLAVE TESTS (HPAT) ON ONE COMMERCIALLY AVAILABLE PE-HD MATERIAL ...... 2431 A. Martin, H. Zanzinger
RESULTS OF FULL-SCALE FIELD IMPACT LOAD TESTS ON HDPE PIPES WITH GEOGRID PROTECTIVE LAYER ...... 2440 G. Babagiray, S. Akbas, O. Anil
A TENSILE TEST DEVICE FOR EVALUATION OF LOAD-STRAIN BEHAVIOR OF GEOSYNTHETICS UNDER OPERATIONAL CONDITIONS OF REINFORCED SOIL WALLS ...... 2448 F. Portelinha, M. Santos, M. Futai
DEGRADABILITY EVALUATION OF GREEN GEOSYNTHETICS FROM DURABILITY AND ECO-FRIENDLY APPLICATION PERSPECTIVES ...... 2456 H. Jeon, J. Yuu
PROPOSAL OF EVALUATION ANALYSIS AND LONG-TERM PERFORMANCE OF GEOMEMBRANE WITH MATERIAL COMPOSITION THROUGH STRESS CRACK TESTS ...... 2462 H. Jeon, H. Kim
A COMPARATIVE STUDY: CAPILLARY FLOW POROMETRY AND DRY SIEVING TEST RESULTS FOR GEOTEXTILES ...... 2466 N. Fatema, S. Bhatia, R. Lacey, E. Blond
ENVIRONMENTAL CONDITIONS FOR THE OCHRE FORMATION IN GEOTEXTILE FILTERS ...... 2474 L. Correia, M. Ehrlich, M. Mendonca EXPERIMENTAL AND PARAMETRIC STUDY OF CLAYEY SLUDGE FILTRATION BY VARIOUS GEOTEXTILES ...... 2482 P. Delmas, G. Stoltz, A. Watn, R. Diederich
HYDRAULIC DETERIORATION OF GEOTEXTILE FILTERS IN TUNNEL DRAINAGE SYSTEM ...... 2490 K. Kim, N. Park, H. Kim, J. Shin
EVALUATION OF GEOTEXTILE FILTER APPLICATION IN EMBANKMENT DAMS WITH ARTIFICIAL NEURAL NETWORK ...... 2499 A. Rahimi
A REVIEW OF THEORETICAL METHODS FOR QUANTIFYING THE NUMBER OF CONSTRICTIONS IN NONWOVEN GEOTEXTILE FILTERS ...... 2505 R. Silva, D. Vidal
INTERACTION BEHAVIOR OF SOIL AND GEOGRID REINFORCEMENT ...... 2514 A. Tatari, J. Black
DIRECT SHEAR BEHAVIOUR OF COPPER SLAG-GEOGRID INTERFACES...... 2521 S. Ahirwar, J. Mandal
VOLUME 4
INTERFACE PROPERTIES OF GEOTEXTILES WITH AND WITHOUT WICKING FUNCTION ...... 2529 E. Guzman, S. Kaluzny, M. Alfaro
INVESTIGATION OF SAND-GEOTEXTILE INTERFACE BEHAVIOR BY LAMINATED SHEAR TEST ...... 2536 C. Xu, Y. Yang, S. Zhu, J. Ding
THE INFLUENCE OF CYCLIC LOADING HISTORIES ON SOIL-GEOGRID INTERFACE BEHAVIOUR UNDER PULLOUT CONDITIONS ...... 2543 M. Pisano, G. Cardile, N. Moraci
SHAKING TABLE EXPERIMENTS ON SOIL ISOLATION WITH USING GEOSYNTHETICS FOR MEDIUM RISE BUILDINGS ...... 2549 A. Edincliler, M. Sekman
A COMPARATIVE STUDY ON THE PERFORMANCE OF GEOCELLS WITH SYNTHETIC AND NATURAL FIBRES ...... 2557 K. Balan, B. Sreelekha
ANALYSIS OF REINFORCEMENT OPTIONS FOR A PARTIALLY SATURATED SLOPE ...... 2565 S. Cuomo, V. Polito, L. Frigo
DESIGN OF GEOSYNTHETICS OVER AREAS PRONE TO SUBSIDENCE ...... 2573 N. Brusa, P. Naughton, M. Scotto
EVALUATION OF MECHANICAL PROPERTIES ON THE DEGRADATION OF FIBERS NETTING SUBJECTED TO RAINFALL ...... 2582 V. Anggraini, A. Syamsir, A. Sofan, F. Ahmad, B. Huat
DESIGN CHARTS FOR LOW-HEIGHT GEOTEXTILE-REINFORCED SAND SLOPES ...... 2588 E. Baah-Frempong, S. Shukla, H. Vu FIELD LOAD TRANSFER CHARACTERISTICS OF GEOTEXILE-PACK MICROPILE ...... 2595 C. Choi, S. Cho, J. Goo
A LABORATORY DEVICE TO ANALYZE THE BEHAVIOR OF PILE-SUPPORTED EMBANKMENT REINFORCED BY GEOSYNTHETICS ...... 2601 L. Briancon, A. Abdelouhab
COMPARISON OF FHWA AND BS8006 DESIGN METHODS FOR GEOSYNTHETIC REINFORCEMENT OVER PILES ...... 2609 M. Isola, A. Zhao, M. Scotto
THE DESIGN GUIDELINE BASAL REINFORCED PILED EMBANKMENTS; THE DUTCH CUR226:2016 AND THE GERMAN EBGEO:2010; A COMPARISON OF DESIGN MODELS AND SAFETY APPROACHES ...... 2617 S. Eekelen, L. Vollmert
A SIMPLE PARAMETRIC STUDY ON THE DISTRIBUTION OF GEOSYNTHETIC STRAINS IN GEOSYNTHETIC-REINFORCED PILED EMBANKMENT ...... 2625 T. Lee, S. Lee, I. Lee, Y. Jung
REINFORCED EMBANKMENTS FOR THE CAUSEWAY FOR PONT BRIWET PROJECT, PENRHYNDEAUDREATH, NORTH WALES, UK ...... 2630 P. Guerra-Escobar
CREEP AND STRESS RELAXATION PROPERTIES OF BIAXIAL PP GEOGRIDS UNDER LOW LOADING LEVELS ...... 2637 H. Liu, Q. Xiang
EXPERIMENTAL STUDY ON THE FIELD INSTALLATION DAMAGE AND PULLOUT RESISTANCE OF POCKET-LUG-TYPE GEOSYNTHETICS ...... 2644 J. Jeoung, S. Hwang, J. Kim, J. Lee
LOAD-STRAIN-TIME BEHAVIOURS OF A PP GEOGRID AFFECTED BY TEMPERATURE CHANGE HISTORIES ...... 2650 B. Terum, W. Kongkitkul
GEOSYNTHETIC CEMENTITIOUS COMPOSITE MATS - ESSENTIAL CHARACTERISTICS AND PROPERTIES ...... 2659 W. Crawford, M. Kujawski
COMPILATION OF NON-LINEAR THREE-COMPONENT MODEL FOR SIMULATIONS OF RATE-DEPENDENT LOAD-STRAIN-TIME BEHAVIOURS OF GEOGRIDS ...... 2668 Y. Punya-In, W. Kongkitkul
ASSESSMENT OF THE TEMPERATURE INFLUENCE ON THE TENSILE STRENGTH AND ELONGATION OF WOVEN GEOTEXTILES USED IN LANDFILL ...... 2676 E. Koda, A. Miszkowska, A. Kiersnowska
HYDRAULIC CONDUCTIVITY OF A GEOSYNTHETIC CLAY LINER (GCL) FROM A COMPOSITE LINER AFTER 12-YR OF ATMOSPHERIC EXPOSURE ...... 2682 T. Williams, C. Benson, K. Tian, N. Yesiller, J. Hanson
EFFECT OF LINER TEMPERATURE ON THE LONG TERM STRESS CRACKING OF HDPE GEOMEMBRANES UNDER SIMULATED FIELD CONDITIONS ...... 2689 F. Abdelaal, R. Rowe, R. Brachman EVALUATION TESTS ON PE-HD GEOSYNTHETIC BARRIERS AFTER EXPOSURE TESTS ...... 2696 H. Zanzinger, A. Martin
TEMPERATURE EFFECT ON DIFFUSIVE TRANSPORT OF VOLATILE ORGANIC COMPOUNDS THROUGH A COMPOSITE LINER SYSTEM ...... 2705 J. Eun, M. Mousavi, M. Afzalian
HOW DO CERTIFICATION SCHEMES OF GEOSYNTHETICS MAKE EXPECTED BENEFITS OF THE USE OF GEOSYNTHETICS MORE RELIABLE ...... 2712 P. Lebon
CONDITION ASSESSMENT OF A 30-YEAR OLD POND LINER ...... 2718 R. Wallace, J. Woolston, P. Didonna, I. Peggs
EXPERIMENTAL ANALYSIS ON THE STRESS AND STRAIN OF GEOTEXTILE TUBES DURING FILLING AND DEWATERING OF DREDGED SOIL ...... 2725 T. Park, P. Dinoy, H. Kim, S. Moon, H. Kim, R. Zhang
GEOTEXTILE TUBES AS CONTAINMENT DYKES AND BREAKWATER STRUCTURES ...... 2731 H. Hidayat, S. Andrianto, R. Tino, B. Mujahidin
THE EROSION BEHAVIOR OF REVETMENTS USING GEOTEXTILES UNDER TANGENTIAL FLOW CONDITION ...... 2740 C. Ho, J. Wu
EXPERIENCE WITH GEOSYNTHETICS IN CANAL IRRIGATION PROJECTS SUPPORTED BY THE WORLD BANK ...... 2748 H. Plusquellec
CONSTRUCTION OF FLOOD PROTECTION DYKE USING POOR DRAINING BACKFILL MATERIALS ON THE BANKS OF RIVER GANGES, INDIA ...... 2755 K. Rumandla, N. Kishore
BITUMINOUS GEOMEMBRANES IN HYDRAULIC CONSTRUCTION ...... 2764 R. McIlwraith, B. Breul
USE OF GEOSYNTHETIC BASAL REINFORCEMENT TO LIMIT LATERAL SPREADING OF EMBANKMENTS SUBJECTED TO EARTHQUAKE LOADINGS ...... 2773 C. Lawson
A SMART GEOSYNTHETIC FOR EARLY DETECTION OF POTENTIAL TRANSPORTATION SUBSTRUCTURE FAILURE ...... 2781 K. Rudahl, S. Goldin
CHARACTERIZATION OF AN INSTRUMENTED GEOSTRAP® WITH PLASTIC OPTICAL FIBER BRAGG GRATINGS ...... 2790 M. Aressy, Y. Bennani, A. Lacraz, A. Theodosiou, K. Kalli
USE OF MULTIFUNCTIONAL GEOCOMPOSITES AS DAMPERS FOR STRUCTURE SUBJECTED TO EXTERNAL VIBRATIONS...... 2796 T. Szatmari, P. Beke
ADVANCED MULTIPLE LENO WOVEN GEOGRIDS WITH ENHANCED PROPERTIES ...... 2803 T. Quadflieg, J. Jordan, T. Gries, O. Stolyarov SHAKING TABLE EXPERIMENTS ON GEOTECHNICAL SEISMIC ISOLATION FOR LOW- RISE BUILDINGS USING GEOSYNTHETICS ...... 2809 A. Edincliler, M. Calikoglu
EXPERIMENTAL STUDY OF UNREINFORCED AND REINFORCED SOIL RETAINING WALL USING SHAKE TABLE FACILITY ...... 2817 A. Chakraborty, A. Sil
NUMERICAL STUDY OF SEISMIC BEHAVIOR OF REINFORCED SOIL BRIDGE ABUTMENTS LOCATED ON SOFT CLAYS OF SOUTHWEST IRAN ...... 2833 K. Fakharian, M. Kashkooli
LIFE CYCLE COST OF GEOSYNTHETIC-REINFORCED SOIL SLOPES SUBJECTED TO AN EARTHQUAKE ...... 2842 M. Shinoda, Y. Miyata
SEISMIC STABILITY OF REINFORCED SOIL WALL CONSIDERING OBLIQUE PULL – COHERENT GRAVITY METHOD ...... 2848 P. Kumar, M. Madhav
THE EFFECTS OF THE 2016 KUMAMOTO EARTHQUAKE ON MULTI-ANCHORED REINFORCEMENT WALL ...... 2856 T. Hayashi, S. Nakamura, T. Konami
GEOSYNTHETIC REINFORCED EARTH SYSTEM DESIGN UNDER EARTHQUAKE- PRONE AREA STUDY CASE : JAKARTA AND WEST SUMATERA ...... 2862 Y. Suprapto, D. Harninto
INVESTIGATION OF SEISMIC PERFORMANCE OF GEOTEXTILE REINFORCED EMBANKMENTS BY SHAKE TABLE TESTS AND NUMERICAL MODELLING ...... 2868 A. Edincliler, Y. Toksoy
A NEW APPROACH TO CORRELATE SLOW CRACK GROWTH OF HDPE NANOCOMPOSITES WITH FRACTURE TOUGHNESS ...... 2876 S. Na, L. Nguyen, S. Spatari, Y. Hsuan
GEOMEMBRANE PUNCTURE AND STRAINS FROM TIRE DERIVED AGGREGATE FOR USE IN LANDFILL APPLICATIONS...... 2882 B. Marcotte, I. Fleming
WHY COVERED GEOMEMBRANE LEAK LOCATION (DIPOLE) IS CRUCIAL ON ANY IMPERVIOUS WORK ...... 2890 C. Carl, J. Thierry
PROTECTION GEOTEXTILES FOR GEOMEMBRANES IN LANDFILL APPLICATIONS ...... 2898 K. Maubeuge
STABILITY ON SLOPE OF EARTHFILL ON GEOSYNTHETICS LINING SYSTEM ...... 2909 G. Stoltz, D. Poulain, G. Veylon, S. Nicaise, F. Tano
PERFORMANCE OF GEOBARRIER SYSTEM UNDER RAINFALL INFILTRATION ...... 2917 H. Rahardjo, N. Gofar, A. Satyanaga
BITUMINOUS GEOMEMBRANE IN MINE CONSTRUCTION ...... 2925 R. McIlwraith, B. Breul SEISMIC BEHAVIOR AND NUMERICAL SIMULATION OF EARTH-FILL DAM WITH GEOSYNTHETIC CLAY LINER IN SHAKING TABLE TEST ...... 2935 K. Jeong, S. Shibuya, S. Kataoka, J. Baek, T. Kawabata, Y. Sawada, H. Nakazawa
LOOSE BAG OR CONCRETE PROTECTION LINER (CPL): BATTEN BARS OR CPL EMBEDMENT STRIPS? ...... 2943 I. Peggs
REINFORCEMENT OF AN OLD RETAINING STRUCTURE USING SOIL CONTAINING FINE PARTICLES AND MULTIFUNCTIONAL GEOCOMPOSITE ...... 2951 A. Nancey, A. Faouder
CASE STUDY ON THE USE OF HIGH HYBRID MSE WALLS IN MINE INDUSTRY ...... 2958 H. Ozcelik, J. Sadler, R. Kiel, C. Leaf, D. Geier, T. Kapita, P. Natale, B. Odabasi, G. Vaciago
GEOSYNTHETIC-REINFORCED SOIL STRUCTURES, RECENT INDONESIAN CASE HISTORIES...... 2967 M. Cerro, M. Lelli, R. Laneri, M. Scotto, P. Rimoldi, P. Pezzano
PERFORMANCE OF A MECHANICALLY STABILIZED EARTH RETAINING WALL BUILT ON SOFT CLAY FOUNDATION IMPROVED BY RAMMED AGGREGATE PIERS IN A TRIAL EMBANKMENT ...... 2978 M. Morales, E. Morales, R. Abdullah
THE APPLICATION OF A PILE-RESTRAINED REINFORCED SOIL COMPOUND RETAINING WALL IN A HIGHWAY PROJECT ...... 2986 D. Zheng-Jie, C. Li-Li, Z. Yi-Tao, N. Wrigley
USING REINFORCED EMBANKMENTS AS SOLID WASTE RETAINING STRUCTURES: THE CASE OF CAFÉ UNSANITARY DUMPSITE IN THE MUNICIPALITY OF BAR, MONTENEGRO ...... 2992 N. Tsatsos, K. Leontaridis
CASE HISTORIES ON REINFORCED SOIL STRUCTURES FOR MUNICIPAL SOLID WASTE MANAGEMENT IN CHINA ...... 3000 L. Ding, T. Yee
DEFORMATION ANALYSIS OF GEOGRID REINFORCED SOIL RETAINING WALL WITH FULL HEIGHT OF RIGID WALL FACING DAMAGED BY THE 1995 HYOGOKEN-NANBU EARTHQUAKE ...... 3008 S. Nakajima
EFFECT OF SAND PAPER GRADING ON THE SHEAR BEHAVIOURS OF FINE-GRAINED SAND ...... 3015 A. Ekinci, M. Hanafi, P. Ferreira
FEATURES OF USING CONTROL EQUIPMENT OF INVESTIGATION OF SOIL REGARDING KAZAKHSTAN NORMS AND EUROCODE ...... 3023 A. Tulebekova, A. Zhussupbekov, T. Mussabayev, S. Mussina
SOIL PARTICLE SHAPE ANALYSIS BY FOURIER DESCRIPTORS ...... 3029 B. Koo, T. Kim
EFFECT OF PARTIAL REPLACEMENT OF STONE DUST WITH PORTLAND POZZOLANIC CEMENT AS FILLER IN WASTE PLASTIC MODIFIED BITUMINOUS MIX ...... 3033 T. Roy, S. Karmakar, P. Mondal ON THE INTERPLAY BETWEEN SEISMIC INPUT ENERGY AND REINFORCEMENT STRAIN ...... 3040 C. Cengiz, E. Kilic, E. Guler
STRIP FOOTING ON THE TOP OF FIBER REINFORCED CEMENTED SAND SLOPE I. EXPERIMENTAL STUDY ...... 3048 M. Sakr, M. Bahloul, I. El-Shenawy, A. El-Gohary, N. Saleh
COMPLEX OF RESEARCH OF RETAINING STRUCTURE REINFORCED BY GEOGRID ...... 3060 R. Lukpannov
EFFECT OF SWELLING ENDERMIC LINIMENT COATED TO PILE SURFACE WITH REGARDS TO THE REDUCTION OF DRAGGING OF SURROUNDING SOIL ...... 3066 T. Hirao, M. Takemoto, Y. Kikuchi, T. Hyodo, M. Kiko, K. Katagishi, S. Namiki, S. Matsumura
VALIDATION OF NUMERICAL LEVEE SEEPAGE ANALYSIS USING PHYSICAL MODELING ...... 3075 D. Shin, D. Park, J. Lee, K. Kim
USE OF EMERGENCY ACTION PLAN IN DISASTER RISK MANAGEMENT SUPPORT SYSTEM ...... 3084 E. Oh, S. Lee, I. Moon, J. Kim
DISASTER RISK MANAGEMENT SIMULATION USING THE INTEGRATED SAFETY MANAGEMENT OF WATER INFRASTRUCTURE SYSTEM ...... 3090 J. Park, K. An, S. Kim, D. Shin
SELECTED LABORATORY AND FIELD RESEARCH ON GEOGRID IMPACT ON STABILIZATION OF UNBOUND AGGREGATE LAYER ...... 3098 M. Grygierek, J. Kawalec
USE OF SHEAR WAVES TO QUANTIFY LOCAL STIFFNESS INCREASE IN GEOGRID- AGGREGATE APPLICATIONS SUBJECTED TO ANISOTROPIC LOADING ...... 3106 Y. Byun, E. Tutumluer, I. Qamhia, B. Feng, M. Wayne
EVALUATION OF SOIL-GEOGRID INTERACTION USING TRANSPARENT SOIL WITH LASER AIDED IMAGING ...... 3113 X. Peng, J. Zornberg
DESIGN OF GEOGRID STABILIZED PAVED ROADS BASED ON TBR, BCR AND LCR APPROACHES: THEORETICAL DIFFERENCES AND COMPARISON OF RESULTS...... 3121 M. Isola, P. Pezzano, P. Rimoldi
PERFORMANCE VERIFICATION OF OPTIMIZED PAVEMENT LAYERS ...... 3129 M. Wayne, J. Kwon
SMALL STRAIN EFFECTS – GEOGRIDS CONTRIBUTION TO SERVICEABILITY ...... 3135 L. Vollmert, C. Quirk, J. Klompmaker
AGGREGATE – GEOGRID INTERACTION IN STABILISATION APPLICATIONS. HOW FAR STANDARD LABORATORY INDEX TEST RESULTS ARE FROM REALITY ...... 3142 J. Kawalec
UPWARD GRADIENT EKG AND ELECTRO-OSMOSIS FOR DEEP SOFT GROUND CONSOLIDATION ...... 3150 Y. Zhuang, Z. Liu, Z. Li, H. Wang, T. Yang, G. Li THE ECONOMIC, ENVIRONMENTAL AND TECHNICAL BENEFITS OFFERED BY EKG THE FOURTH GENERATION OF GEOSYNTHETIC MATERIALS ...... 3156 C. Jones, J. Lamont-Black
ACCELERATED DEWATERING OF OHCRA TAILINGS USING ELECTROKINETIC GEOSYNTHETIC (EKG) MATERIALS ...... 3163 J. Lamont-Black, C. Jones
APPLICATION OF VERTICAL LAYERED POWER TECHNOLOGY IN ELECTRO-OSMOSIS COMBINED WITH VACUUM PRELOADING ...... 3169 C. Li, J. Zhou, M. Zhang, Y. Zhuang
APPLICATION OF TUBULAR EKG MATERIAL IN ELECTRO-OSMOTIC FIELD TEST ...... 3177 F. Zhan, C. Li, J. Zhou, Y. Cao, Y. Zhuang
TESTING TECHNIQUE OF RESISTIVITY OF EKG ELECTRODE AND CONTACT RESISTANCE IN ELECTRO-OSMOSIS ...... 3185 K. Guo, Y. Zhuang
EFFECTS OF ARTIFICIAL CHELATING AGENT AND FULVIC ACID ON ELECTRIC REMOVAL OF SOIL PLUMBUM AND ELECTROOSMOTIC CONSOLIDATION WITH TABULAR EKG DRAINING BOARD ...... 3197 W. Qian, J. Zhou, M. Zhang
NUMERICAL ANALYSIS ON WIND-ORIGINATING TENSILE FORCE ACTING ON COVER SHEET FOR TEMPORARY STORAGE SITE OF DECONTAMINATION WASTE ...... 3204 M. Ishida, F. Takeda, M. Yamamoto, M. Nishimura, T. Akai, K. Endo, M. Kamon
DEVELOPMENT OF GAS-PERMEABLE/WATERPROOF SHEET AND ITS APPLICATION AS A COVER SHEET OF PUTREFACTIVE-RADIOACTIVE CONTAMINATED WASTE ...... 3214 M. Nishimura, T. Akai, A. Hotta, M. Ishida, M. Kamon
MONITORING OF CAPPING FOR RADIONUCLIDE-CONTAMINATED WASTES USING REMOTE-SENSING TECHNOLOGY ...... 3221 T. Shimaoka, H. Nakayama, Y. Kimura, I. Hiura, A. Kimura
DESIGN OF BARRIER SYSTEMS FOR INTERIM STORAGE FACILITIES TO CONTAIN NU- CLIDE CONTAMINATED SOILS AND WASTES ...... 3228 T. Shimaoka, K. Kumagai, T. Katsumi, M. Iba, K. Yokota
DESIGN OF INTERMEDIATE STORAGE FACILITIES FOR NUCLIDE-CONTAMINATED SOIL ...... 3236 J. Hinobayashi, M. Iba, M. Ishikawa, K. Shimoda
DEVELOPMENT OF NEW CALCIUM SOURCE USING LIMESTONE AND ACETIC ACID SOLUTION IN MICP ...... 3241 S. Choi, T. Kwon
FEM ANALYSIS OF ROAD STRUCTURE STABILITY DEPENDING ON INSTALLATION OF LID FACILITIES ...... 3247 J. Jung, K. Kim
FIELD APPLICATION OF ELEMENT TECHNOLOGY FOR PREVENTION OF RAIN-FALL INDUCED DEBRIS FLOW DISASTER IN URBAN AREAS ...... 3253 J. Lee, K. Jin, T. Kwon FUNDAMENTAL PROPERTIES OF CONCRETE CONTAINING SELF-HEALING ADMIXTURES ...... 3257 S. Kwon, M. Jun, B. Lee, J. Park, T. Ahn
PRACTICAL APPLICATIONS OF VARIOUS GEOSYNTHETICS IN KOREA ...... 3262 E. Shin, I. Lee, D. Kim
INFLUENCE OF WATER TREATMENT PLANT SLUDGE CHARACTERISTICS ON ITS DEWATERABILITY IN GEOTEXTILE CLOSED SYSTEMS ...... 3283 L. Avancini, D. Vidal
GEOSYNTHETIC REINFORCEMENT FOR THE PROTECTION OF BURIED PIPES AGAINST SURFACE SURCHARGES ...... 3291 A. Pires, E. Palmeira
DURABILITY ASSESSMENT OF POLYETHYLENE GEOPIPES IN LANDFILLS – EXAMINATION AFTER SEVERAL YEARS IN SERVICE ...... 3299 A. Martin, H. Zanzinger, K. Engelsing
EROSION CONTROL OF SILTY RAVINES ON THE BANKS OF SABARMATI RIVER ...... 3307 P. Jadhav
THE PERFORMANCE OF EPS GEOFOAM COLUMNS: AN INTRODUCTION ...... 3316 S. Selvakumar, B. Soundara
A NEW LABORATORY TEST DEVICE AND METHOD FOR EVALUATION OF SHEAR BONDING OF GEOSYNTHETIC REINFORCED OVERLAYS ...... 3323 A. Noory, F. Nejad, A. Khodaii
CONFINING TIE RODS IN CONFINED-REINFORCED EARTH METHOD TO REDUCE DIFFERENTIAL SETTLEMENT ...... 3331 H. Hung, J. Kuwano, S. Tachibana
GEOSYNTHETIC-REINFORCED SOIL SLOPES WITH DIFFERENT BACKFILLS AND REINFORCEMENTS SUBJECTED TO RAINFALL INFILTRATION ...... 3339 T. Nguyen, K. Yang
EVALUATION OF SOIL-GEOGRID INTERACTION USING TRANSPARENT SOIL WITH LASER AIDED IMAGING ...... 3354 X. Peng, J. Zornberg
HYDRATION/DEHYDRATION BEHAVIOR OF GCLS UNDER EXTREME COLD ENVIRONMENTS ...... 3362 G. Carnero-Guzman, A. Bouazza, W. Gates, R. Rowe
Author Index