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ASTM Selected Technical Papers
Advanced Triaxial Testing of Soil and Rock
By
RT Donaghe,
RT Donaghe
1
U.S. Army Corps of Engineers, Waterways Experiment Station
, Vicksburg Miss.
; symposium cochairman and coeditor
Search for other works by this author on:
RC Chaney,
RC Chaney
2
Telonicher Marine Laboratory, Humboldt State University
, Arcata, California
; symposium cochairman and coeditor
Search for other works by this author on:
ML Silver
ML Silver
3Department of Civil Engineering,
University of Illinois
, Chicago, Illinois
; symposium cochairman and coeditor
Search for other works by this author on:
ISBN-10:
0-8031-0983-0
ISBN:
978-0-8031-0983-4
No. of Pages:
904
Publisher:
ASTM International
Publication date:
1988
Description
First publication of its kind in 25 years, this 900-page volume serves as an engineer’s guide for triaxial testing. Subjects include: equipment, test methods, and test interpretation and errors, and new test varieties.
Donaghe, R, Chaney, R, & Silver, M.
Advanced Triaxial Testing of Soil and Rock. ISBN-10: 0-8031-0983-0
ISBN: 978-0-8031-0983-4
No. of Pages: 904
ISBN (electronic): 978-0-8031-5048-5
Publisher: ASTM International
Published: 1988
Download citation file:
Table of Contents
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OverviewByRT Donaghe,RT Donaghe1U.S. Army Corps of Engineers, Waterways Experiment Station,Vicksburg Miss.;symposium cochairman and coeditorSearch for other works by this author on:RC Chaney,RC Chaney2Telonicher Marine Laboratory, Humboldt State University,Aracta, California;symposium cochairman and coeditorSearch for other works by this author on:ML SilverML Silver3Department of Civil Engineering,University of Illinois,Chicago, Illinois;symposium cochairman and coeditorSearch for other works by this author on:
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State-of-the-Art Paper: Some Recent Developments in Triaxial Testing Systems for Cohesionless SoilsByF TatsuokaF Tatsuoka1Associate professor,Institute of Industrial Science, University of Tokyo,22-1, Roppongi 7, Minatoku, Tokyo 106,.JapanSearch for other works by this author on:
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Flow Pump Applications in Triaxial TestingByHW Olsen,HW Olsen1Research civil engineer, research geophysicist, and civil engineering technician, respectively,United States Department of the Interior, Geological Survey, Box 25046, M.S. 966,Denver Federal Center,Denver, CO 80225.Search for other works by this author on:RH Morin,RH Morin1Research civil engineer, research geophysicist, and civil engineering technician, respectively,United States Department of the Interior, Geological Survey, Box 25046, M.S. 966,Denver Federal Center,Denver, CO 80225.Search for other works by this author on:RW NicholsRW Nichols1Research civil engineer, research geophysicist, and civil engineering technician, respectively,United States Department of the Interior, Geological Survey, Box 25046, M.S. 966,Denver Federal Center,Denver, CO 80225.Search for other works by this author on:
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A Computer Controlled Hydraulic Triaxial Testing SystemByBK MenziesBK Menzies1Director,GDS Instruments Ltd.,Unit 12 Eversley Way, Thorpe Industrial Estate, Egham, Surrey,.EnglandTW20 8RGSearch for other works by this author on:
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An Automated Triaxial Testing SystemByXS Li,XS Li1Associate development engineer and professor, respectively, Department of Civil Engineering,University of California,Davis, CA 95616.Search for other works by this author on:CK Chan,CK Chan2Research engineer, Department of Civil Engineering,University of California,Berkeley, CA 94720.Search for other works by this author on:CK ShenCK Shen1Associate development engineer and professor, respectively, Department of Civil Engineering,University of California,Davis, CA 95616.Search for other works by this author on:
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Microcomputer-Based Data Acquisition Systems for Triaxial Testing of Soft Yielding RocksByM ReevesM Reeves1Professor of Geological Engineering,University of Saskatchewan,Saskatoon, Saskatchewan,.CanadaS7N 0W0Search for other works by this author on:
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A Stress- and Strain-Controlled Monotonic and Cyclic Loading SystemByYP Vaid,YP Vaid1Professor, Natural Science and Engineering Research Council of Canada (NSERC) Industrial Research Fellow, and graduate student, respectively, Department of Civil Engineering,University of British Columbia,Vancouver, British Columbia,.CanadaV6T 1W5Search for other works by this author on:D Negussey,D Negussey1Professor, Natural Science and Engineering Research Council of Canada (NSERC) Industrial Research Fellow, and graduate student, respectively, Department of Civil Engineering,University of British Columbia,Vancouver, British Columbia,.CanadaV6T 1W5Search for other works by this author on:M ZergounM Zergoun1Professor, Natural Science and Engineering Research Council of Canada (NSERC) Industrial Research Fellow, and graduate student, respectively, Department of Civil Engineering,University of British Columbia,Vancouver, British Columbia,.CanadaV6T 1W5Search for other works by this author on:
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A 300-mm-Diameter Triaxial Cell with a Double Measuring DeviceByJ-M Dupas,J-M Dupas1Managing director,Mécasol SA,8 Rue Eugène Oudiné, Paris 75013,.FranceSearch for other works by this author on:A Pecker,A Pecker2Manager,Géodynamique et Structure SARL,8 Rue Eugène Oudiné, Paris 75013,.FranceSearch for other works by this author on:P Bozetto,P Bozetto3Engineer,Electricité de France,Septen, Villeurbanne 69628,.FranceSearch for other works by this author on:J-J FryJ-J Fry4Engineer,Design Dam Unit, Electricité de France,Real, Chambery 73010,.FranceSearch for other works by this author on:
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Simultaneous Hydraulic/Physical Parameter Measurement on Rock Specimens Subjected to Triaxial ConditionsByFA Donath,FA Donath1Vice president for Research and Development and principal geoscientist, respectively,The Earth Technology Corporation,3777 Long Beach Boulevard, Long Beach, CA 90807.Search for other works by this author on:JT Holder,JT Holder2Research geophysicist,CGS, Inc.,2405 Spring Creek, Austin, TX 78704.Search for other works by this author on:LS FruthLS Fruth1Vice president for Research and Development and principal geoscientist, respectively,The Earth Technology Corporation,3777 Long Beach Boulevard, Long Beach, CA 90807.Search for other works by this author on:
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Triaxial Testing of Intact Salt Rocks: Pressure Control, Pressure Systems, Cell and Frame DesignByJR Baleshta,JR Baleshta1Research/design engineer and professor, respectively, Department of Earth Sciences,University of Waterloo,Waterloo, Ontario,.CanadaN2L 3G1Search for other works by this author on:MB DusseaultMB Dusseault1Research/design engineer and professor, respectively, Department of Earth Sciences,University of Waterloo,Waterloo, Ontario,.CanadaN2L 3G1Search for other works by this author on:
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Relationship Between Tensile and Compressive Strengths of Compacted SoilsByJF Peters,JF Peters1Research civil engineers,Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, Civil Engineer,Vicksburg, MS 39180.Search for other works by this author on:DA LeavellDA Leavell1Research civil engineers,Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, Civil Engineer,Vicksburg, MS 39180.Search for other works by this author on:
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Influence of Filter Paper and Leakage on Triaxial TestingByS Leroueil,S Leroueil1Department of Civil Engineering,Laval University,Quebec,.CanadaG1K 7P4Search for other works by this author on:F Tavenas,F Tavenas1Department of Civil Engineering,Laval University,Quebec,.CanadaG1K 7P4Search for other works by this author on:P La Rochelle,P La Rochelle1Department of Civil Engineering,Laval University,Quebec,.CanadaG1K 7P4Search for other works by this author on:M TremblayM Tremblay2Geotechnical engineers,Roche Ltd.,2535 Bd Laurier, Ste-Foy,.CanadaG1U 4M3Search for other works by this author on:
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Measurement of Deformations in the Standard Triaxial Environment with a Comparison of Local Versus Global Measurements on a Fine, Fully Drained SandByPF Linton,PF Linton1Staff engineer,Dames S. Moore,350 W. Camino Gardens Blvd., Boca Raton, FL 33432.Search for other works by this author on:MC McVay,MC McVay2Associate professor and research engineer, respectively,University of Florida,345 Weil Hall, Gainesville, FL 32611.Search for other works by this author on:D BloomquistD Bloomquist2Associate professor and research engineer, respectively,University of Florida,345 Weil Hall, Gainesville, FL 32611.Search for other works by this author on:
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State-of-the-Art Paper: A Reevaluation of Conventional Triaxial Test MethodsByG Baldi,G Baldi1Head of the Soil Mechanics Laboratory and engineer, Soil Mechanics Laboratory, respectively,ISMES,Viale Giulio Cesare, 29, 24100 Bergamo,.ItalySearch for other works by this author on:DW Hight,DW Hight2Principal,Geotechnical Consulting Group, London, andVisiting Research Fellow,Imperial College,London,.EnglandSearch for other works by this author on:GE ThomasGE Thomas1Head of the Soil Mechanics Laboratory and engineer, Soil Mechanics Laboratory, respectively,ISMES,Viale Giulio Cesare, 29, 24100 Bergamo,.ItalySearch for other works by this author on:
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State-of-the-Art Paper: Triaxial Testing Methods for SoilsByS Lacasse,S Lacasse1Research engineer and head of laboratory, respectively,Norwegian Geotechnical Institute, P.O. Box 40 Taasen,N-0801 Oslo8,.NorwaySearch for other works by this author on:T BerreT Berre1Research engineer and head of laboratory, respectively,Norwegian Geotechnical Institute, P.O. Box 40 Taasen,N-0801 Oslo8,.NorwaySearch for other works by this author on:
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Triaxial Testing of Granular Soil Under Elevated Cell PressureByJL Colliat-Dangus,JL Colliat-Dangus1Project engineer,GEODIA Offshore Geotechnical Consultants,16, rue Médéric, Paris,.FranceSearch for other works by this author on:J Desrues,J Desrues2Chargé de recherche Centre National de la Recherche Scientifique (CNRS) and maitre de conférences, GEONUM team, respectively,Institut de Mécanique de Grenoble, BP 68,38402, St. Martin d'Hères,.FranceSearch for other works by this author on:P ForayP Foray2Chargé de recherche Centre National de la Recherche Scientifique (CNRS) and maitre de conférences, GEONUM team, respectively,Institut de Mécanique de Grenoble, BP 68,38402, St. Martin d'Hères,.FranceSearch for other works by this author on:
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Consolidated Drained Triaxial Testing of Piedmont Residual SoilByPC Lambe,PC Lambe1Assistant professor of civil engineering,North Carolina State University,Raleigh, NC 27695.Search for other works by this author on:WT HeartzWT Heartz2Research engineer,Rockwell International,189 Wildwood Court, Richland, WA 99352.Search for other works by this author on:
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Triaxial Relaxation Tests on a Soft ClayByV Silvestri,V Silvestri1Professor, professor, and graduate research assistant, respectively,Civil Engineering Department, École Polytechnique,Montreal, Quebec,.CanadaH3C 3A7Search for other works by this author on:M Soulié,M Soulié1Professor, professor, and graduate research assistant, respectively,Civil Engineering Department, École Polytechnique,Montreal, Quebec,.CanadaH3C 3A7Search for other works by this author on:Z Touchan,Z Touchan1Professor, professor, and graduate research assistant, respectively,Civil Engineering Department, École Polytechnique,Montreal, Quebec,.CanadaH3C 3A7Search for other works by this author on:B FayB Fay2Chief,Soil Mechanics Laboratories, École Polytechnique,Montreal, Quebec,.CanadaH3C 3A7Search for other works by this author on:
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Triaxial Testing of Marine Sediments with High Gas ContentsByG Rau,G Rau1Undergraduate student, Department of Environmental Resources Engineering,Humboldt State University,Arcata, CA 95521.Search for other works by this author on:RC ChaneyRC Chaney2Professor and director,Humboldt State University Marine Laboratory,Trinidad, CA 95570.Search for other works by this author on:
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Results and Interpretation of Multistage Triaxial Compression TestsByM SoranzoM Soranzo1Senior research engineer,University of Padova,Via Ognissanti 39, Padova,.Italy35100Search for other works by this author on:
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Application of Multistage Triaxial Test to Kuwaiti SoilsByHS Saeedy,HS Saeedy1Researcher,Civil Engineering and Building Department, Engineering Division, Kuwait Institute for Scientific Research, P. O. Box 24885,13109 Safat,.KuwaitSearch for other works by this author on:MA MollahMA Mollah2Senior geotechnical engineer,Government Lab and Testing Station, Ministry of Public Works, P.O. Box 8,Safat,.KuwaitSearch for other works by this author on:
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Triaxial Testing of Weak Rocks Including the Use of Triaxial Extension TestsByPJ Millar,PJ Millar1Geomechanics engineer and senior technical officer, respectively,Ministry of Works and Development, P.O. Box 30-845,Wellington,.New ZealandSearch for other works by this author on:DR MurrayDR Murray1Geomechanics engineer and senior technical officer, respectively,Ministry of Works and Development, P.O. Box 30-845,Wellington,.New ZealandSearch for other works by this author on:
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Triaxial Permeability and Strength Testing of Contaminated SoilsByJC Evans,JC Evans1Associate professor, Department of Civil Engineering,Bucknell University,Lewisburg, PA 17837.Search for other works by this author on:H-Y FangH-Y Fang2Professor and director, Geotechnical Engineering Division, Department of Civil Engineering,Lehigh University,Bethlehem, PA 18015.Search for other works by this author on:
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Preparation of Reconstituted Sand SpecimensByYP Vaid,YP Vaid1Professor and Natural Science and Engineering Research Council of Canada (NSERC) Fellow, respectively, Department of Civil Engineering,University of British Columbia,Vancouver, British Columbia,.CanadaV6T 1W5Search for other works by this author on:D NegusseyD Negussey1Professor and Natural Science and Engineering Research Council of Canada (NSERC) Fellow, respectively, Department of Civil Engineering,University of British Columbia,Vancouver, British Columbia,.CanadaV6T 1W5Search for other works by this author on:
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State-of-the-Art Paper: Triaxial Testing of Saturated Cohesive SoilsByJT Germaine,JT Germaine1Lecturer and director of the geotechnical laboratory and professor of civil engineering, respectively,Department of Civil Engineering, Massachusetts Institute of Technology,33 Massachusetts Ave., Cambridge, MA 02139.Search for other works by this author on:CC LaddCC Ladd1Lecturer and director of the geotechnical laboratory and professor of civil engineering, respectively,Department of Civil Engineering, Massachusetts Institute of Technology,33 Massachusetts Ave., Cambridge, MA 02139.Search for other works by this author on:
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Determination of Undrained Shear Strength of Low Plasticity ClaysByJF PetersJF Peters1Research civil engineer,Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, Civil Engineer,Vicksburg, MS 39180.Search for other works by this author on:
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Cyclic Triaxial Strain-Controlled Testing of Liquefiable SandsByM Vucetic,M Vucetic1Assistant professor, Civil Engineering Department,University of California at Los Angeles,Los Angeles, CA 90024-1593.Search for other works by this author on:R DobryR Dobry2Professor,Civil Engineering Department, Rensselaer Polytechnic Institute,Troy, NY 12180.Search for other works by this author on:
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Triaxial Test for Embankment Dams: Interpretation and ValidityByH Dendani,H Dendani1Research assistant and assistant professor, respectively,Institut de Mécanique de Grenoble, BP 68,38402 Saint Martin D'Heres,.FranceSearch for other works by this author on:E Flavigny,E Flavigny1Research assistant and assistant professor, respectively,Institut de Mécanique de Grenoble, BP 68,38402 Saint Martin D'Heres,.FranceSearch for other works by this author on:JJ FryJJ Fry2Geotechnical engineer,Electricité de France, BP 1034,73010 Chambéry Cedex,.FranceSearch for other works by this author on:
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Compression and Shear Deformation of Soil Under Wide-Ranging Confining PressureByR Kitamura,R Kitamura1Professorandprofessor(deceased), respectively, Department of Ocean Civil Engineering,Kagoshima University,1-21-40 Kourimoto, Kagoshima 890,.JapanSearch for other works by this author on:M HaruyamaM Haruyama1Professorandprofessor(deceased), respectively, Department of Ocean Civil Engineering,Kagoshima University,1-21-40 Kourimoto, Kagoshima 890,.JapanSearch for other works by this author on:
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Interpretation of Triaxial Compression Test Results on Partially Saturated SoilsByRW PetersonRW Peterson1Research civil engineer,U.S. Army Engineer Waterways Experiment Station,Vicksburg, MS 39180.Search for other works by this author on:
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New Concept of Effective Stress in Unsaturated Soil and Its Proving TestByD KarubeD Karube1Associate professor, Department of Civil Engineering,Kobe University,Rokkodai-cho, Nada-ku, Kobe,.Japan657Search for other works by this author on:
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Probabilistic Characterization of Shear Strength Parameters Using Triaxial Test DataByPHSW KulatilakePHSW Kulatilake1Assistant professor, Department of Mining and Geological Engineering,University of Arizona,Tucson, AZ 85721.Search for other works by this author on:
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Interpretation of Triaxial Test Results of Cohesionless Soils: A New ModelByGY Baladi,GY Baladi1Associate professor of civil engineering, Department of Civil and Environmental Engineering,Michigan State University,East Lansing, MI, 48824-1212.Search for other works by this author on:TTH WuTTH Wu2Engineer,Jones, Kwong, Kishi Consulting Engineers,235 15th Street, West Vancouver, British Columbia,.Canada, V7T 2X1Search for other works by this author on:
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Pore-Pressure Distributions in Constant Strain-Rate Triaxial TestsByWZ SavageWZ Savage1Geologist,United States Department of the Interior, Geological Survey, Box 25046, M.S. 966,Denver Federal Center,Denver, CO 80225.Search for other works by this author on:
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Pore Pressure Response of an Undisturbed and Reconstituted Anglian Till in Undrained Triaxial CompressionByJA LittleJA Little1Lecturer in soil mechanics, Department of Civil Engineering,Heriot-Watt University,Edinburgh,.ScotlandSearch for other works by this author on:
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Shear Band Formation in Triaxial and Plane Strain TestsByJF Peters,JF Peters1Research civil engineer,Geotechnical Laboratory (GL), U.S. Army Engineer Waterways Experiment Station (USAE WES),Vicksburg, MS 39180.Search for other works by this author on:PV Lade,PV Lade2Professor, Department of Civil Engineering,School of Engineering and Applied Science, University of California,Los Angeles, CA 90024.Search for other works by this author on:A BroA Bro3Graduate student, Civil Engineering Department,University of California,Berkeley, CA 94720.Search for other works by this author on:
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Effects of Sampling Disturbance on Shear Strength of Glacial Till and Compacted FillByDP Dietzler,DP Dietzler1Principal, senior geotechnical engineer, and vice president, respectively,Patrick Engineering Inc.,346 Taft Avenue, Glen Ellyn, IL 60137.Search for other works by this author on:DA Moose,DA Moose1Principal, senior geotechnical engineer, and vice president, respectively,Patrick Engineering Inc.,346 Taft Avenue, Glen Ellyn, IL 60137.Search for other works by this author on:JC SchuhJC Schuh1Principal, senior geotechnical engineer, and vice president, respectively,Patrick Engineering Inc.,346 Taft Avenue, Glen Ellyn, IL 60137.Search for other works by this author on:
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Influence of Specimen Preparation Techniques and Testing Procedures on Undrained Steady State Shear StrengthByND DennisND Dennis1Executive officer,92nd Engineering Branch,Fort Stewart, GA 31314.Search for other works by this author on:
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Triaxial Compressive and Extension Strength of Sand Affected by Strength Anisotropy and Sample SlendernessByW-K Lam,W-K Lam1research engineer,OYO Corporation,13-12 Honkomagome 2, Bunkyo-ku, Tokyo 113,.JapanSearch for other works by this author on:F TatsuokaF Tatsuoka2Associate Professor,Institute of Industrial Science, University of Tokyo,22-1, Roppongi 7-chome, Minato-ku, Tokyo 106,.JapanSearch for other works by this author on:
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The Influence of Filter Strip Shape on Consolidated Undrained Triaxial Extension Test ResultsByT Mitachi,T Mitachi1Professor, graduate student, and research engineer, respectively, Department of Civil Engineering,Hokkaido University,North 13, West 8, Kita-ku, Sapporo, 060.JapanSearch for other works by this author on:Y Kohata,Y Kohata1Professor, graduate student, and research engineer, respectively, Department of Civil Engineering,Hokkaido University,North 13, West 8, Kita-ku, Sapporo, 060.JapanSearch for other works by this author on:Y KudohY Kudoh1Professor, graduate student, and research engineer, respectively, Department of Civil Engineering,Hokkaido University,North 13, West 8, Kita-ku, Sapporo, 060.JapanSearch for other works by this author on:
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The Effect of End Restraint on Volume Change and Particle Breakage of Sands in Triaxial TestsByT-S Ueng,T-S Ueng1geotechnical engineer,Lawrence Livermore National Laboratory,Livermore, CA 94550.Search for other works by this author on:Y-M Tzou,Y-M Tzou2Engineer,United Geotech, Inc.,Taipei,.Taiwan, Republic of ChinaSearch for other works by this author on:C-J LeeC-J Lee3Lecturer,National Central University,.Taiwan, Republic of ChinaSearch for other works by this author on:
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Effects of End Conditions on Triaxial Compressive Strength for Cohesionless SoilByS Goto,S Goto1Research engineer,Technical Research Institute of Taisei Corp.,344-1, Nagemachi, Totsuka-ku, Yokohama, 245,.JapanSearch for other works by this author on:F TatsuokaF Tatsuoka2Associate professor,Institute of Industrial Science, University of Tokyo,22-1, Roppongi 7-chome, Minato-ku, Tokyo 106,.JapanSearch for other works by this author on:
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Effects of Height-to-Diameter Ratio in Triaxial Specimens on the Behavior of Cross-Anisotropic SandByPV Lade,PV Lade1Professor and former graduate student, respectively, Department of Civil Engineering,School of Engineering and Applied Science, University of California,Los Angeles, CA 90024.Search for other works by this author on:U WasifU Wasif1Professor and former graduate student, respectively, Department of Civil Engineering,School of Engineering and Applied Science, University of California,Los Angeles, CA 90024.Search for other works by this author on:
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Observational Approach to Membrane and Area Corrections in Triaxial TestsByP La Rochelle,P La Rochelle1Professor, associate professor, former graduate students, and dean, respectively,Laval University, Department of Civil Engineering,Pavillon Pouliot, Quebec, G1K 7P4.CanadaSearch for other works by this author on:S Leroueil,S Leroueil1Professor, associate professor, former graduate students, and dean, respectively,Laval University, Department of Civil Engineering,Pavillon Pouliot, Quebec, G1K 7P4.CanadaSearch for other works by this author on:B Trak,B Trak1Professor, associate professor, former graduate students, and dean, respectively,Laval University, Department of Civil Engineering,Pavillon Pouliot, Quebec, G1K 7P4.CanadaSearch for other works by this author on:L Blais-Leroux,L Blais-Leroux1Professor, associate professor, former graduate students, and dean, respectively,Laval University, Department of Civil Engineering,Pavillon Pouliot, Quebec, G1K 7P4.CanadaSearch for other works by this author on:F TavenasF Tavenas1Professor, associate professor, former graduate students, and dean, respectively,Laval University, Department of Civil Engineering,Pavillon Pouliot, Quebec, G1K 7P4.CanadaSearch for other works by this author on:
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Stress Path Considerations in Multistage Triaxial TestingByMR Schoenemann,MR Schoenemann1Doctoral candidate and associate professor, respectively, Department of Forest Engineering,College of Forestry, Oregon State University,Corvallis, OR 97331.Search for other works by this author on:MR PylesMR Pyles1Doctoral candidate and associate professor, respectively, Department of Forest Engineering,College of Forestry, Oregon State University,Corvallis, OR 97331.Search for other works by this author on:
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State-of-the-Art Paper: Cubical Devices: Versatility and ConstraintsByJRF ArthurJRF Arthur1Professor of soil mechanics, Department of Civil Engineering,University College,Gower Street, London,.EnglandWC1E 6BTSearch for other works by this author on:
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State-of-the-Art Paper: Hollow Cylinder Torsional Devices: Their Advantages and LimitationsByAS SaadaAS Saada1Frank H. Neff professor and chairman, Department of Civil Engineering,Case Western Reserve University,Cleveland, OH 44106.Search for other works by this author on:
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The Cambridge True Triaxial ApparatusByDW Airey,DW Airey1Research fellow, Department of Civil Engineering,The University of Western Australia,Nedlands,Western Australia6009Search for other works by this author on:DM WoodDM Wood2Professor, Department of Civil Engineering,Rankine Bldg.,The University,Glasgow G12 8LTScotlandSearch for other works by this author on:
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A True Triaxial Cell for Soil and RockByP MichelisP Michelis1Director,Institute of Mechanics and Geostructures S.A.,114, Perikleous St., 152 31 Chalandri,.GreeceSearch for other works by this author on:
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A True Triaxial Testing CellByV Silvestri,V Silvestri1Professor,Department of Civil Engineering, École Polytechnique,Montreal, Quebec,.CanadaH3C 3A7Search for other works by this author on:RN Yong,RN Yong2William Scott professor of civil engineering and applied mechanics, and director,Geotechnical Research Centre, McGill University,Montreal, Quebec,.CanadaH2A 2K6Search for other works by this author on:AMO MohamedAMO Mohamed3Graduate research assistant,Soil Mechanics Laboratory, McGill University,Montreal, Quebec,.CanadaH2A 2K6Search for other works by this author on:
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True Triaxial Test of Rock Under Stress and Strain Rate ControlByT Esaki,T Esaki1Associate professor and professor of Faculty of Engineering, respectively,Kyushu University,Fukuoka 812,.JapanSearch for other works by this author on:T Kimura,T Kimura2Research associate of Department of Mining,Kyushu University,Fukuoka, 812,.JapanSearch for other works by this author on:K Aoki,K Aoki3Senior research officer of National Research Institute for Pollution and Resources,MITI,Tsukuba 305,.JapanSearch for other works by this author on:T NishidaT Nishida1Associate professor and professor of Faculty of Engineering, respectively,Kyushu University,Fukuoka 812,.JapanSearch for other works by this author on:
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A New Independent Principal Stress Control ApparatusByA Mochizuki,A Mochizuki1Associate professor of civil engineering,Osaka City University,Sugimoto, Sumiyoshi-ku, Osaka,.Japan558Search for other works by this author on:M Mikasa,M Mikasa2Professor of civil engineering,Setsunan University,Ikedanaka, Neyagawa, Osaka,.Japan572Search for other works by this author on:S TakahashiS Takahashi3Researcher,Ohbayashi Corporation, Technical Research Institute,Shimokiyoto, Kiyose, Tokyo,.Japan204Search for other works by this author on:
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Special Stress Paths Along the Limit Surface of a Sand Specimen with the Use of a True Triaxial ApparatusByJ LanierJ Lanier1Maitre de Conférences,Institut de Mécanique de Grenoble, BP 53X,38041 Grenoble, Cedex,.FranceSearch for other works by this author on:
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All rights reserved. This material may not be reproduced or copied, in whole or in part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of the publisher.
© 1988
ASTM International
