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ASTM Selected Technical Papers
Vane Shear Strength Testing in Soils: Field and Laboratory Studies
By
AF Richards
AF Richards
1
Adrian Richards Company
, Aaslmeer,
; The Netherlands
symposium chairman and editor
.
Search for other works by this author on:
ISBN-10:
0-8031-1188-6
ISBN:
978-0-8031-1188-2
No. of Pages:
384
Publisher:
ASTM International
Publication date:
1988
Description
Twenty-two papers discuss: reviews of the vane test on land and offshore; field and laboratory vane theory and interpretation; new laboratory test methods; and comparisons of field vane testing to laboratory testing and other methods of in situ testing.
Richards, A.
Vane Shear Strength Testing in Soils: Field and Laboratory Studies. ISBN-10: 0-8031-1188-6
ISBN: 978-0-8031-1188-2
No. of Pages: 384
ISBN (electronic): 978-0-8031-5030-0
Publisher: ASTM International
Published: 1988
Download citation file:
Table of Contents
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OverviewByAF RichardsAF Richards1Adrian Richards Company,Aaslmeer,;The Netherlandssymposium chairman and editor.Search for other works by this author on:
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The In-Situ Measurement of the Undrained Shear Strength of Clays Using the Field VaneByRJ ChandlerRJ Chandler1Reader in soil mechanics, Department of Civil Engineering,Imperial College,London SW7 2BU,.United KingdomSearch for other works by this author on:
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In-Situ Vane Shear Testing at SeaByAG Young,AG Young1Vice president,Marine Geosciences, Fugro-McClelland, Inc.,6100 Hillcroft, Houston, TX 77081.Search for other works by this author on:B McClelland,B McClelland2Fugro McClelland, Inc., P.O. Box 740010,Houston, TX 77274.Search for other works by this author on:GW QuirosGW Quiros2Fugro McClelland, Inc., P.O. Box 740010,Houston, TX 77274.Search for other works by this author on:
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Interpretation of the Field Vane Test in Terms of In-Situ and Yield StressesByDE Becker,DE Becker1Associate,Golder Associates,Mississauga, Ontario L4X 2B6,.CanadaSearch for other works by this author on:JHA Crooks,JHA Crooks2Principal and associate, respectively,Golder Associates,Calgary, Alberta T2H 0T3,.CanadaSearch for other works by this author on:K BeenK Been2Principal and associate, respectively,Golder Associates,Calgary, Alberta T2H 0T3,.CanadaSearch for other works by this author on:
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Anisotropy and In-Situ Vane TestsByV Silvestri,V Silvestri1Professor, Department of Civil Engineering,Ecole Polytechnique,Montreal, Quebec,.CanadaSearch for other works by this author on:M AubertinM Aubertin2Professor, Department of Applied Sciences,Université du Québec en Abitibi-Témiscamingue,Rouyn, Quebec,.CanadaSearch for other works by this author on:
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Errors Caused by Friction in Field Vane TestsByJAR Ortigão,JAR Ortigão1Associate Professor,School of Engineering, Federal University of Rio de Janeiro,Rio de Janeiro,.BrazilSearch for other works by this author on:HB ColletHB Collet2Professor, Department of Civil Engineering,Fluminense Federal University,Niterói,.BrazilSearch for other works by this author on:
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Factors Affecting the Measurements and Interpretation of the Vane Strength in Soft Sensitive Clays
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Analysis of a Vane Test Based on Effective StressByD Karube,D Karube1Associate professor, Department of Civil Engineering,Kobe University,Kobe,.JapanSearch for other works by this author on:S Shibuya,S Shibuya2Research assistant,Institute of Industrial Science, University of Tokyo,London,.EnglandSearch for other works by this author on:T Baba,T Baba3Engineer,Shimizu Construction Company, Ltd.,Tokyo,.JapanSearch for other works by this author on:Y KoteraY Kotera4Government officer,Osaku Local Government,Osaka,.JapanSearch for other works by this author on:
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Progressive Failure in the Vane TestByJA DeAlencar,JA DeAlencar1Ph.D. student, assistant professor, and professor, respectively, Department of Civil Engineering,The University of Alberta,Edmonton, Alberta T6G 2G7,.CanadaSearch for other works by this author on:DH Chan,DH Chan1Ph.D. student, assistant professor, and professor, respectively, Department of Civil Engineering,The University of Alberta,Edmonton, Alberta T6G 2G7,.CanadaSearch for other works by this author on:NR MorgensternNR Morgenstern1Ph.D. student, assistant professor, and professor, respectively, Department of Civil Engineering,The University of Alberta,Edmonton, Alberta T6G 2G7,.CanadaSearch for other works by this author on:
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Measurement of Residual/Remolded Vane Shear Strength of Marine SedimentsByRC Chaney,RC Chaney1Professor and director,Humboldt State University Marine Laboratory, P.O. Box 690,Trinidad, CA 95570.Search for other works by this author on:GN RichardsonGN Richardson2Consultant,Soil and Material Engineers,Raleigh, NC.Search for other works by this author on:
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Micromorphological Aspects of the Vane Shear TestByPLM Veneman,PLM Veneman1Associate professor of soil science, Department of Plant and Soil Sciences,University of Massachusetts,Amherst, MA 01003.Search for other works by this author on:TB EdilTB Edil2Professor of civil and environmental engineering,University of Wisconsin,Madison, WI 53706.Search for other works by this author on:
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Low-Strain Shear Measurement Using a Triaxial Vane DeviceByS Pamukcu,S Pamukcu1Assistant professor, Department of Civil Engineering,Lehigh University,Bethlehem, PA 18015.Search for other works by this author on:J SuhaydaJ Suhayda2Associate professor, Department of Civil Engineering,Louisiana State University,Baton Rouge, LA 70703.Search for other works by this author on:
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Miniature Vane and Cone Penetration Tests During Centrifuge FlightByMSS Almeida,MSS Almeida1Associate professor,Post Graduation School, COPPE/UFRJ, Federal University of Rio de Janeiro, Cx. Postal 68506,21945, Rio de Janeiro, RJ,.BrazilSearch for other works by this author on:RHG ParryRHG Parry2Lecturer, Engineering Department,Cambridge University,Trumpington St., CB21PZ, Cambridge,.EnglandSearch for other works by this author on:
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Initial Stage Hardening Characteristics of Marine Clay Improved CementByT Tsutsumi,T Tsutsumi1Soil Cement Research Department,Mitsubishi Mining and Cement Company, Ltd.,297 1-chome, Kitabukuro-machi, Omiya-shi, Saitama T330,.JapanSearch for other works by this author on:Y Tanaka,Y Tanaka1Soil Cement Research Department,Mitsubishi Mining and Cement Company, Ltd.,297 1-chome, Kitabukuro-machi, Omiya-shi, Saitama T330,.JapanSearch for other works by this author on:T TanakaT Tanaka2Penta Ocean Construction Company, Ltd.,Tokyo,.JapanSearch for other works by this author on:
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Comparison of Field Vane and Laboratory Undrained Shear Strength in Soft Sensitive ClaysByG Lefebvre,G Lefebvre1Professor of civil engineering,Université de Sherbrooke, Department of Civil Engineering,2500 Univesité Blvd.,Sherbrooke, Quebec,.CanadaSearch for other works by this author on:CC Ladd,CC Ladd2Professor of civil engineering,Massachusetts Institute of Technology,Cambridge, MA 02139.Search for other works by this author on:J-J ParéJ-J Paré3Head, Soil Mechanics Division,Sociéte d'énergie de la baie James,Montreal, Quebec,.CanadaSearch for other works by this author on:
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Comparison of Field Vane Results with Other In-Situ Test ResultsByJW Greig,JW Greig1Research engineer and professor, respectively, Civil Engineering Department,University of British Columbia,2324 Main Mall, Vancouver, British Columbia V6T 1W5,.CanadaSearch for other works by this author on:RG Campanella,RG Campanella1Research engineer and professor, respectively, Civil Engineering Department,University of British Columbia,2324 Main Mall, Vancouver, British Columbia V6T 1W5,.CanadaSearch for other works by this author on:PK RobertsonPK Robertson2Professor, Civil Engineering Department,University of Alberta,Edmonton, Alberta,.CanadaSearch for other works by this author on:
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Experience with Field Vane Testing at Sepetiba Test FillsByVK GargaVK Garga1Associate professor, Department of Civil Engineering,University of Ottawa,Ottawa, Ontario KIN 9B4,.CanadaSearch for other works by this author on:
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Vane Shear Test Apparatus: A Reliable Tool for the Soft Soil ExplorationByPK Nagarkar,PK Nagarkar1Chief engineer and director, research officer, scientific officer, and junior scientific assistant, respectively,Maharashtra Engineering Research Institute,Nashik 422004,.IndiaSearch for other works by this author on:SV Rode,SV Rode1Chief engineer and director, research officer, scientific officer, and junior scientific assistant, respectively,Maharashtra Engineering Research Institute,Nashik 422004,.IndiaSearch for other works by this author on:TW Shurpal,TW Shurpal1Chief engineer and director, research officer, scientific officer, and junior scientific assistant, respectively,Maharashtra Engineering Research Institute,Nashik 422004,.IndiaSearch for other works by this author on:GL DixitGL Dixit1Chief engineer and director, research officer, scientific officer, and junior scientific assistant, respectively,Maharashtra Engineering Research Institute,Nashik 422004,.IndiaSearch for other works by this author on:
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Comparison of In-Situ Vane, Cone Penetrometer, and Laboratory Test Results for Gulf of Mexico Deepwater ClaysByGW Johnson,GW Johnson1Geotechnical engineer,Browning-Ferris Industries,757 N. Eldridge, P.O. Box 3151,Houston, TX 77253.Search for other works by this author on:TK Hamilton,TK Hamilton2Project manager,McClelland Engineers, Inc., P.O. Box 2197,Houston, TX 77210.Search for other works by this author on:RJ Ebelhar,RJ Ebelhar3Engineering department manager,S&ME, Inc.,225 Corp. Court, Fairfield, OH 45014.Search for other works by this author on:JL Mueller,JL Mueller4Ocean engineer,Conoco, Inc., P.O. Box 2197,Houston, TX 77252.Search for other works by this author on:JH PelletierJH Pelletier5Senior civil engineer,Shell Oil Company, P.O. Box 4480,Houston, TX 77210.Search for other works by this author on:
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Comparison of Field Vane, CPT, and Laboratory Strength Data at Santa Barbara Channel SiteByGW Quiros,GW Quiros1Senior geotechnical engineer and vice-president, respectively,Fugro-McClelland,6100 Hillcroft, Houston, TX 77081.Search for other works by this author on:AG YoungAG Young1Senior geotechnical engineer and vice-president, respectively,Fugro-McClelland,6100 Hillcroft, Houston, TX 77081.Search for other works by this author on:
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Design and Offshore Experience with an In-Situ VaneByJM Geise,JM Geise1Project manager and staff engineer, respectively,Fugro Geotechnical Engineers B.V., P.O. Box 63,2260 AB Leidschendam,.The NetherlandsSearch for other works by this author on:Jt Hoope,Jt Hoope1Project manager and staff engineer, respectively,Fugro Geotechnical Engineers B.V., P.O. Box 63,2260 AB Leidschendam,.The NetherlandsSearch for other works by this author on:RE MayRE May2Staff engineer,Fugro Ltd.,18 Frogmore Rd., Hemel Hempstead HP3 9RT,.United KingdomSearch for other works by this author on:
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Evaluation of Offshore In-Situ Vane Test ResultsByHJ Kolk,HJ Kolk1Manager of engineering and staff engineer, respectively,Fugro Geotechnical Engineers B.V., P.O. Box 63,2260 AB Leidschendam,.The NetherlandsSearch for other works by this author on:Jt Hoope,Jt Hoope1Manager of engineering and staff engineer, respectively,Fugro Geotechnical Engineers B.V., P.O. Box 63,2260 AB Leidschendam,.The NetherlandsSearch for other works by this author on:BW ImsBW Ims2Senior engineer,Fugro Ltd.,18 Frogmore Road, Hemel Hempstead HP3 9RT,.United KingdomSearch for other works by this author on:
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Autonomous Seafloor Strength Profiler: Comparison of In-Situ and Core ResultsByAJ Silva,AJ Silva1Professor of ocean and civil engineering,University of Rhode Island,Kingston, RI 02881.Search for other works by this author on:RM WylandRM Wyland2General engineer,Naval Post Graduate School, Oceanography Department,Monterey, CA 93943.Search for other works by this author on:
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© 1988
ASTM International
