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Mackays to Peka Peka Expressway ■ Tauroa Subdivision
NZ NZ GEOMECHA JUNE 2014 issue 87 N ICS NEWS ICS E N WS NZBulletin of the GEOMECHA New Zealand Geotechnical Society Inc. NICSISSN 0111–6851 ■ Ground Improvement Ground Mackays to ■ Tauroa Subdivision Tauroa Peka Peka Expressway ■ Mackays to Peka Expressway issue 87 JUNE 2014 NZ GEOMECHANICS NEWS EWS N 6851 ICSISSN 0111– GEOMECHA N NZBulletin of the New Zealand Geotechnical Society Inc. ■ Ground Improvement Mackays to ■ Tauroa Subdivision ■ Peka Peka NZGS Life Member and IPENZ Awards Expressway ■ Mackays to Peka Peka Expressway ■ NZGS Life Member and IPENZ Awards SEARCH NZGS at yOUR tauroa subdivision ground improvement App nzgs life member and ipenz awards JUNE STORE 2014 Back issues now free online check out www.nzgs.org issue 87 30/05/14 12:04 pm NZGS TAUROANZGS_june14cv4.indd 1 SUBDIVISION june GROUND IMPROVEMENT 2014 issue 87 NZGS LIFE MEMBER AND IPENZ AWARDS NZGS Back issues now free online check out www.nzgs.org Our multidisciplinary operation specialises We’re proud to be the sole distributor in the fields of ground anchoring, soil in New Zealand for SAMWOO Anchor nailing, drilling, post-tensioning and Technology, BluGeo GRP Powerthread K60 RETAINING YOUR BUSINESS grouting. The combination of capability Bar, Tighter (Kite) Earth Anchors and Grout and depth of technical expertise makes Grippa Grout Sock (Australasia). us a market leader and supports our IS OUR BUSINESS. reputation for providing value engineered solutions to our customers. Over more than 40 years, Grouting Services has delivered We’re experts in: some of New Zealand’s most significant Ground Anchoring, Soil Nailing, Micro-Piling and Post-Tensioning contracts. -
Engineering Geology and Seismology for Public Schools and Hospitals in California
The Resources Agency California Geological Survey Michael Chrisman, Secretary for Resources Dr. John G. Parrish, State Geologist Engineering Geology and Seismology for Public Schools and Hospitals in California to accompany California Geological Survey Note 48 Checklist by Robert H. Sydnor, Senior Engineering Geologist California Geological Survey www.conservation.ca.gov/cgs July 1, 2005 316 pages Engineering Geology and Seismology performance–based analysis, diligent subsurface for Public Schools and Hospitals sampling, careful reading of the extensive geologic in California literature, thorough knowledge of the California Building Code, combined with competent professional geological work. by Robert H. Sydnor Engineering geology aspects of hospital and public California Geological Survey school sites include: regional geology, regional fault July 1, 2005 316 pages maps, site-specific geologic mapping, geologic cross- sections, active faulting, official zones of investigation Abstract for liquefaction and landslides, geotechnical laboratory The 446+ hospitals, 1,400+ skilled nursing facilities testing of samples, expansive soils, soluble sulfate ±9,221 public schools, and 109 community college evaluation for Type II or V Portland-cement selection, campuses in California are regulated under California and flooding. Code of Regulations, Title 24, California Building Code. Seismology aspects include: evaluation of historic These facilities are plan–checked by senior–level seismicity, probabilistic seismic hazard analysis of Registered Structural Engineers within the Office of earthquake ground–motion, use of proper code terms Statewide Health Planning and Development (OSHPD) (Upper–Bound Earthquake ground–motion and Design– for hospitals and skilled nursing facilities, and the Basis ground–motion), classification of the geologic Division of the State Architect (DSA) for public schools, subgrade by shear–wave velocity to select the correct community colleges, and essential services buildings. -
ISSMGE Bulletin
ISSMGE Bulletin Volume 7, Issue 6 December 2013 International Society for Soil Mechanics and Geotechnical Engineering If the quality of the distributed file is not satisfactory for you, please access ISSMGE website and download a better one. www.issmge.org I NSIDE T HIS I SSUE 1 R Frank President Message 4 Report ICSMGE Paris 9 Report on iYGEC MESSAGE FROM THE NEW ISSMGE PRESIDENT 12 Nash Medal 14 Foundation Report 42 DVD for the Special Issue Prof. Dr.-Ing. Roger Frank 44 Hungarian Society Books 46 Transportation Journal Dear Members of ISSMGE, NEWS ON RECENT Dear Colleagues, CONFERENCES 47 5th KGS-JGS It is a great honour and privilege 48 Geosynthetic Belogna for me to have been elected by the 52 Chinese Taipei Member Societies of ISSMGE as your 59 Auckland President for the 4-year term from 61 ISAFE Singapore 2013 to 2017. The election took place during the Council meeting, UPCOMING CONFERENCES just before the opening of the 18th 66 Offshore Geotech ISFOG International Conference on Soils 67 Poppi Course Mechanics and Geotechnical OTHERS Engineering (18 ICSMGE) in Paris, 2- 68 Briaud Book 6 September 2013. 69 Event Diary 76 Corporate Associates Before updating you with the 80 Foundation Donors various matters which might be of 82 ISSMGE’s International interest to you, I would like to acknowledge the great work and achievements of Journal of Geoengineering my two predecessors, President Pedro Sêco e Pinto and President Jean-Louis Case Histories Briaud. I was a member of the Board during their two mandates and it was a real pleasure to work under their leadership, with the efficient assistance of our TECHNICAL ARTICLE Secretary General Neil Taylor. -
Geotechnical Stability Analysis
Sloan, S. W. (2013). Ge´otechnique 63, No. 7, 531–572 [http://dx.doi.org/10.1680/geot.12.RL.001] Geotechnical stability analysis S. W. SLOANÃ This paper describes recent advances in stability analysis that combine the limit theorems of classical plasticity with finite elements to give rigorous upper and lower bounds on the failure load. These methods, known as finite-element limit analysis, do not require assumptions to be made about the mode of failure, and use only simple strength parameters that are familiar to geotechnical engineers. The bounding properties of the solutions are invaluable in practice, and enable accurate limit loads to be obtained through the use of an exact error estimate and automatic adaptive meshing procedures. The methods are very general, and can deal with heterogeneous soil profiles, anisotropic strength characteristics, fissured soils, discontinuities, complicated boundary conditions, and complex loading in both two and three dimensions. A new development, which incorporates pore water pressures in finite-element limit analysis, is also described. Following a brief outline of the new techniques, stability solutions are given for several practical problems, including foundations, anchors, slopes, excavations and tunnels. KEYWORDS: anchors; bearing capacity; excavation; numerical modelling; plasticity; slopes; tunnels STABILITY ANALYSIS Limit equilibrium In geotechnical engineering, stability analysis is used to Limit equilibrium is the oldest method for performing predict the maximum load that can be supported by a stability analysis, and was first applied in a geotechnical geostructure without inducing failure. This ultimate load, setting by Coulomb (1773). In its most basic form, this which is also known as the limit or collapse load, can be approach presupposes a failure mechanism, and implicitly used to determine the allowable working load by dividing it assumes that the stresses on the failure planes are limited by by a predetermined factor of safety. -
Downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Modelling and testing Modélisation et expérimentation David Muir Wood School of Science, Engineering, University of Dundee, United Kingdom, [email protected] ABSTRACT: All soil testing is performed in the context of an implicitly or explicitly assumed (constitutive) model for the soil. The interface between modelling and testing is challenged by deficiencies of the testing and by deficiencies of the model. Many testing configurations lead to inadvertent or inevitable inhomogeneity, so that a soil samples behaves as a system and not a single element. But models are appropriate simplifications of reality and are inevitably deficient. The more severe the deficiency the harder it becomes to calibrate the model against experimental data. Even for more elaborate models, the conjectures on which they are based are rarely subjected to testing regimes which deliberately set out to refute those conjectures. No matter how extensive our testing of a model against laboratory data, a subsequent application will certainly take it into an unknown region in which it is to be hoped that no unintended instabilities will appear. RÉSUMÉ : Tous les essais de mécanique de sols sont effectués dans un contexte d’existence d'un modèle du sol implicitement ou explicitement supposé. -
XIX. Széchy Károly Memorial Lecture
XIX. Széchy Károly Memorial Lecture INTERACTION BETWEEN STRUCTURAL AND GEOTECHNICAL ENGINEERS John Burland Imperial College London The booklet is published by Hungarian National Committee of the International Committee on Soil Mechanics and Geotechnical Engineering (ISSMGE) (Hungarian Association of Geotechnics) 1111 Budapest, Műegyetem rkp. 3. Kmf 10. March of 2013 Edited by : József Mecsi Responsible for publication: Dr. Mecsi József Press: Kontraszt Plusz Kft, Pécs Issued in 100 copies The authors of the articles are entitled to full copyright Participants ont the Memorial Lecture CONTENT Evening meeting –IstructE/ICE annual joint meeting held on 26 April 2006 at ICE, One Great George Street, London SW1’ Interaction between structural and geotechnical engineers Based on a paper published in The Structural Engineer 18 April 2006 John Burland 4-28 Interaction between structural and geotechnical engineers John Burland presentation on the XIX. Széchy Károly Memorial Lecture Synopsis 29 Curriculum vitae of Professor John Burland 29 Interview. Questioner: József Mecsi, Respondent: John Burland First published in „Mérnökújság February 2013.” 30-31 John Burland presentation on the XIX. Széchy Károly Memorial Lecture Budapest, 15th March 2013 Great Hall of the Hungarian Academy of Sciences (Budapest V. Széchényi square 9., II. floor) 32-52 Personal reflections on the teaching of soil mechanics J.B.Burland First published in 53-72 Interaction between structural and geotechnical engineers John Burland, CBE DSc(Eng), FREng, FRS, FIStructE, FICE, FCGI Synopsis There are many situations for which interaction between structure and ground has to be considered. This involves important interactions between specialist structural and geotechnical engineers. During his career the author has encountered profound differences in approach between structural and geotechnical engineers often leading to a lack of understanding and difficulties in communication. -
PLASTICITY and GEOTECHNICS Advances in Mechanics and Mathematics
PLASTICITY AND GEOTECHNICS Advances in Mechanics and Mathematics VOLUME 13 Series Editors: David Y. Gao Virginia Polytechnic Institute and State University, U.S.A. Ray W. Ogden University of Glasgow, U.K. Advisory Editors: I. Ekeland University of British Columbia, Canada S. Liao Shanghai Jiao Tung University, P.R. China K.R. Rajagopal Texas A&M University, U.S.A. T. Ratiu Ecole Polytechnique, Switzerland David J. Steigmann University of California, Berkeley, U.S.A. W. Yang Tsinghua University, P.R. China PLASTICITY AND GEOTECHNICS By HAI-SUI YU University of Nottingham, UK Sprin ger Library of Congress Control Number: 2006928849 ISBN-10: 0-387-33597-8 e-ISBN: 0-387-33599-4 ISBN-13: 978-0-387-33597-1 Printed on acid-free paper. AMS Subject Classifications: 74-xx, 65-xx, 70-xx © 2006 Springer Science-fBusiness Media, LLC All rights reserved. This work may not be translated or copied in whole or in part without the written permission of the publisher (Springer Science-HBusiness Media, LLC, 233 Spring Street, New York, NY 10013, USA), except for brief excerpts in connection with reviews or scholarly analysis. Use in connection with any form of information storage and retrieval, electronic adaptation, computer software, or by similar or dissimilar methodology now known or hereafter developed is forbidden. The use in this publication of trade names, trademarks, service marks, and similar terms, even if they are not identified as such, is not to be taken as an expression of opinion as to whether or not they are subject to proprietary rights. Printed in the United States of America. -
Geotechnical and Environmental Research Group Forms Part
Department of Engineering Earthquake Engineering Geoenvironmental Engineering Geotechnical and Ground Improvement Environmental Waste and Sustainable Products Research Group Soil Mechanics Slopes and Landslides Year Book 2006 Foundations and Pipelines Underground Construction generation 2D actuator capable of conducting The Geotechnical and complex construction and testing sequences in flight. We are indebted to the Department’s Senior Design Environmental Engineer, Neil Houghton, for designing and interfacing these new facilities, to Stuart Haigh for overall Research Group project management and commissioning, and to Steve Chandler and his team of technicians – John Chandler, Chris McGinnie, Kristian Pether, Tom The Geotechnical and Environmental Research Johnston and Frank Sixsmith – for carrying out the Group is home to eight academic staff, a senior work on site. technical officer, a computer officer, seven technicians, three administrative staff, five post In parallel with our small-scale modelling, we are graduate researchers and 41 graduate students. The exploring new areas of research to improve interests of the group are wide, encompassing techniques of field monitoring. We are collaborating construction processes; infrastructure; environmental with contractors and infrastructure owners to engineering; earthquakes; and the fundamental develop new field measurement technologies. These mechanics of soils. Since its formation more than 50 aim to provide better control and monitoring of years ago the Group has produced over 180 PhDs. urban construction. Field monitoring with new BOTDR optical fibre technology has been undertaken The Group has extensive facilities for laboratory on a number of piling projects, on major tunnelling testing, centrifuge modelling, and numerical analysis. projects in London and Singapore, and for slope We operate both on the main Engineering stability and soil anchors. -
International Society for Soil Mechanics and Geotechnical Engineering
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Organization of the conference Organisation du congres OFIGANIZING COMMITTEE / COMITE D'ORGANISATION H.Bolton Seed Chairman/ President R.T.Lawson Wce-Chairman for Organization /Woe-President pour l'Organisation J.K.Mitchell Woe-Chairman tor Program/ Woe-President pour le Programme C.Ries & PTTringale Secretaries / Secretaires Elizabeth Yee Manager/ Administrateur TASK COMMITTEES / COMITES SPECIFIOUES R.B. Peck Program Committee / Comité de Programme WFMarcuson, lll Conference Proceedings Committee/ Comité des Comptes Rendus du Congres J.M.Duncan Bulletins Committee/ Comité des Bulletins G.M.Reynolds Finance Committee/ Comité des Hnances B.B.Gordon Committee on Exhibits/ Comité des Expositions R.Lundgren Home Hospitality Committee / Comité d'Accueil a Domicile VlLEnkeboll Simultaneous Translation Committee/ Comité de Traduction Simultanée R.M.Pyke Post-Conference Tours Committee/ Comité des Excursions suivant le Congres J.Lysmer, TL.Brekke Banquet Committee / Comité de Banquet N.Sitar Program Support Committee/ Comite de Support du Programme R.D.Darragh Reception Committee / Comité -
Historical Background and Evolution of Soil Mechanics
Philotheos Lokkas, Ioannis Chouliaras, WSEAS TRANSACTIONS on ADVANCES in ENGINEERING EDUCATION Theodoros Chrisanidis, Dimitrios Christodoulou, DOI: 10.37394/232010.2021.18.10 Emmanouil Papadimitriou, Evangelos Paschalis Historical background and evolution of Soil Mechanics PHILOTHEOS LOKKAS1, IOANNIS CHOULIARAS2, THEODOROS CHRISANIDIS3, DIMITRIOS CHRISTODOULOU4, EMMANOUIL PAPADIMITRIOU5, EVANGELOS PASCHALIS6 1Emeritus Professor, University of Thessaly, Greece 2Profeessor, General Department of Larissa, University of Thessaly, Greece 3PhD Civil Engineer, Post-Doctoral Researcher (Dr., MSc DIC) 4Environmeral Department of Larissa, University of Thessaly, Greece 5 Civil Engineering T.E, University of Thessaly 6Msc Civil Engineer T.E Abstract: - The behavior of soil either as a building material or as a load receiver is particularly important and presents a paramount significance in both infrastructure and building construction. Geotechnical engineering has shown a rapid development over the last fifty years and holds a prominent position in all scientific fields of engineers. This paper mainly aims at the historical background along with the progress made on Soil Engineering as an important branch of Surveyors, Civil and Mining Engineers, where, through an important citation of technical works and constructions over time, may be considered as a significant tool for teaching and education of students. Key-Words: - Foundation, Infrastructure, Geotechnical Education, Soil mechanics, Mining Engineering Received: July 1, 2021. Revised: July 28, 2021. Accepted: July 30, 2021. Published: August 4, 2021. 1 Introduction is a product of laboratory and field tests and Soil Mechanics is an application of the statutory laws geotechnical exploration in general. The test results of engineering and hydraulics to soil material. The are useful to understand the behavior and properties soil, compared to many other materials studied in of the soil with a view to their final incorporation into engineering, such as concrete, steel, wood has two the design process. -
Reflections on Victor De Mello, Friend, Engineer and Philosopher
Reflections on Victor de Mello, Friend, Engineer and Philosopher John B. Burland Abstract. The author first met Victor de Mello in 1975 at the 6th African Regional Soil Mechanics Conference in Durban, South Africa. For over 30 years he has retained a close personal friendship with this remarkable man and his family. The First Victor de Mello Lecture illuminates something of him as a person, an engineer and a philosopher. It describes his upbringing and schooling in India, his university education at MIT and some highlights of his professional career as an international civil engineer specialising in dams and geotechnics. The key messages from some of his major lectures are presented and discussed. Engineers of all disciplines have much to learn from this brilliant, inspiring and cultured man. Above all we can learn from his insistence that we are human beings first, engineers second and specialists third - the order being very important. Keywords: Victor de Mello, geotechnics, engineer, philosopher. 1. Introduction day we entered the Kruger National Game Park and were thrilled by the wide variety of birds and game that we saw Words cannot adequately express how privileged I including hippopotamus and elephant. The evening was feel to have been invited to deliver this first lecture in hon- warm and we had a braaivleis (barbecue) under a clear sky, our of Victor de Mello. But a huge responsibility rests on heavy with the stars of the southern hemisphere and sere- my shoulders for I have no doubt at all that the Victor de naded by the croaking of frogs and the chirping of crickets. -
52Nd Rankine Lecture: Performance Based Design in Geotechnical
Blog Situs Teknik Bahasan dan Diskusi Ilmu Teknik http://blog.situsteknik.com 52nd Rankine Lecture: Performance Based Design in Geotechnical Engineering oleh HW Rankine Lecture yang diselenggarakan setiap tahun oleh British Geotechnical Association (BGA) dan Institution of Civil Engineers (ICE) adalah kuliah yang selalu di tunggu-tunggu oleh para geotechnical engineers baik itu dari kalangan akademisi maupun praktisi. Umumnya, Rankine Lecture disampaikan oleh seorang Professor atau praktisi dari sebuah universitas atau lembaga/perusahaan yang hasil risetnya memberikan kontribusi secara signifikan dalam perkembangan ilmu geoteknik. Kuliah ini dipandang sebagai salah satu kuliah yang sangat bergengsi di bidang geoteknik. Mungkin bisa disamakan dengan anugerah Nobel Laureate prize atau Pulitzer prize. Isi dari kuliahnya tergantung dari keahlian pembicaranya, seputar perkembangan riset dan praktik geoteknik saat ini dan juga state-of-the-art dari topik-topik spesifik yang disampaikan. Rankine Lecture pertama diberikan oleh Prof. Arthur Casagrande pada tahun 1961 dengan topik Control of seepage through foundations and abutments of dams. Banyak tokoh-tokoh terkenal geoteknik telah memberikan kuliah ini. Daftarnya dapat dilihat disini http://en.wikipedia.org/wiki/Rankine_Lecture. Kuliah yang diberikan secara lisan lalu dipublikasikan di jurnal Geotechnique beberapa bulan kemudian. Sejarah Rankine LectureNama Rankine Lecture berasal dari seorang profesor British yang memberikan kontribusi signifikan dalam perkembangan ilmu mekanika tanah pada abad ke-19. Prof. W.J.M. Rankine (1820-1872) adalah professor teknik sipil di University of Glasgow, yang dikatakan sebagai seorang insinyur pertama dari British yang memberikan kontribusi signifikan di bidang Mekanika Tanah. Prof. Rankine dikenal melalui teori tegangan lateral tanah pada dinding penahan tanah. Semua mahasiswa teknik sipil yang belajar mekanika tanah pasti mengenai teori Rankine dalam menghitung tegangan tanah aktif (Ka) dan tegangan tanah pasif (Kp).