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ASTM Selected Technical Papers
Dispersive Clays, Related Piping, and Erosion in Geotechnical Projects
By
JL Sherard,
JL Sherard
1
Consulting engineer, Devonshire,
; Bermuda
editor
.
Search for other works by this author on:
RS Decker
RS Decker
2
Senior soil engineer
, Hoskins-Western-Sonderegger, Inc.
, Lincoln, Nebr. 68508
; editor
.
Search for other works by this author on:
ISBN-10:
0-8031-0192-9
ISBN:
978-0-8031-0192-0
No. of Pages:
355
Publisher:
ASTM International
Publication date:
1977
Description
The symposium on Dispersive Clays, Related Piping, and Erosion in Geotechnical Projects was presented at the Seventy-ninth Annual Meeting of the American Society for Testing and Materials held in Chicago, Ill., 27 June - 2 July 1976. Committee D18 on Soil and Rock for Engineering Purposes sponsored the symposium. J. L. Sherard, consulting engineer, and R. S. Decker, Hoskins-Western-Sonderegger, Inc., presided as symposium co-chairmen and editors of this publication.
Sherard, J, & Decker, R.
Dispersive Clays, Related Piping, and Erosion in Geotechnical Projects. ISBN-10: 0-8031-0192-9
ISBN: 978-0-8031-0192-0
No. of Pages: 355
ISBN (electronic): 978-0-8031-4696-9
Publisher: ASTM International
Published: 1977
Download citation file:
Table of Contents
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IntroductionByJL Sherard,JL Sherard1Consulting engineer, Devonshire,;Bermudaeditor.Search for other works by this author on:RS DeckerRS Decker2Senior soil engineer,Hoskins-Western-Sonderegger, Inc.,Lincoln, Nebr. 68508;editor.Search for other works by this author on:
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Some Engineering Problems with Dispersive ClaysByJL Sherard,JL Sherard1Consulting engineer, Devonshire,.BermudaSearch for other works by this author on:LP Dunnigan,LP Dunnigan2Head,Soil Mechanics Laboratory, Soil Conservation Service,Lincoln, Nebr. 68508.Search for other works by this author on:RS DeckerRS Decker3Senior soil engineer,Hoskins-Western-Sonderegger,Lincoln, Nebr. 68501.Search for other works by this author on:
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Dispersive Clay at Sobradinho DamByG Bourdeaux,G Bourdeaux1Chief, Soil Mechanics and Foundation Engineering Division, and civil engineer, respectively,Hidroservice-Engenharia de Projetos Ltda.,São Paulo,.BrazilSearch for other works by this author on:H ImaizumiH Imaizumi1Chief, Soil Mechanics and Foundation Engineering Division, and civil engineer, respectively,Hidroservice-Engenharia de Projetos Ltda.,São Paulo,.BrazilSearch for other works by this author on:
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Dispersive Clay in Irrigation Dams in ThailandByBA Cole,BA Cole1Senior design engineers, Dams Section,The Hydro-Electric Commission,Hobart, Tasmania,.AustraliaSearch for other works by this author on:C Ratanasen,C Ratanasen2Special grade dam engineer, senior design engineer, and soil engineer, respectively,Royal Irrigation Department,Bangkok 3,.ThailandSearch for other works by this author on:P Maiklad,P Maiklad2Special grade dam engineer, senior design engineer, and soil engineer, respectively,Royal Irrigation Department,Bangkok 3,.ThailandSearch for other works by this author on:TB Liggins,TB Liggins1Senior design engineers, Dams Section,The Hydro-Electric Commission,Hobart, Tasmania,.AustraliaSearch for other works by this author on:S ChirapuntuS Chirapuntu2Special grade dam engineer, senior design engineer, and soil engineer, respectively,Royal Irrigation Department,Bangkok 3,.ThailandSearch for other works by this author on:
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Experience with Studies of Clay Erodibility in GreeceByDG CoumoulosDG Coumoulos1Project engineer,Kotzias-Stamatopoulos Ltd., Soils and Foundations Engineers,Athens,.GreeceSearch for other works by this author on:
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Tunnel-Gully Erosion and Urban Development: A Case StudyByRJ CrouchRJ Crouch1Soil conservationist,Wagga Wagga Research Center, Soil Conservation Service of New South Wales,Sydney,.AustraliaSearch for other works by this author on:
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Chemical Treatment of a Sensitive, Cemented Clay (Champlain Clay)ByO Dascal,O Dascal1Chef d'etude,Geology and Soil Mechanics Service, Hydro-Quebec,Montreal, P.Q.,.CanadaSearch for other works by this author on:J HurtubiseJ Hurtubise2Professor, Department of Civil Engineering,Ecole Polytechnique,Montreal, P.Q.,.CanadaSearch for other works by this author on:
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Erodibility Tests on a Sensitive, Cemented Marine Clay (Champlain Clay)ByO Dascal,O Dascal1Chief d'etudes,Geology and Soil Mechanics Service, Hydro-Quebec,Montreal, P.Q.,.CanadaSearch for other works by this author on:G Pouliot,G Pouliot2Professor, Department of Mineral Engineering, and professor, Department of Civil Engineering, respectively,Ecole Polytechnique,Montreal, P.Q.,.CanadaSearch for other works by this author on:J HurtubiseJ Hurtubise2Professor, Department of Mineral Engineering, and professor, Department of Civil Engineering, respectively,Ecole Polytechnique,Montreal, P.Q.,.CanadaSearch for other works by this author on:
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Development and Use of the Soil Conservation Service Dispersion TestByRS Decker,RS Decker1Senior soils engineer,Hoskins-Western-Sonderegger, Inc.,Lincoln, Nebr. 68501.Search for other works by this author on:LP DunniganLP Dunnigan2Head,Soil Mechanics Laboratory, Soil Conservation Service,Lincoln, Nebr. 68508.Search for other works by this author on:
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Amelioration of Tunnelling Susceptible Soils in the Hunter Valley, New South Wales, by Modification of Clay Double-Layer InteractionsByGL ElliottGL Elliott1Soil conservationist,Scone Research Center, Soil Conservation of New South Wales,Scone, N. S. W.,.AustraliaSearch for other works by this author on:
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Field Methods for Determination of Soluble Salts and Percent Sodium from Extract for Identifying Dispersive Clay SoilsByCP Flanagan,CP Flanagan1Civil engineer, Soil Mechanics Laboratory, and soil scientist, National Soil Survey Laboratory, respectively,Soil Conservation Service,Lincoln, Nebr. 68508.Search for other works by this author on:GGS HolmgrenGGS Holmgren1Civil engineer, Soil Mechanics Laboratory, and soil scientist, National Soil Survey Laboratory, respectively,Soil Conservation Service,Lincoln, Nebr. 68508.Search for other works by this author on:
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Experiences in Identification and Treatment of Dispersive Clays in Mississippi DamsByP ForsytheP Forsythe1State conservation engineer,Soil Conservation Service,Jackson, Miss. 39205.Search for other works by this author on:
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Laboratory Testing on High-Sodium Nondispersive Clays as Related to the Repair of a Clay Dam in AlgeriaByJ Francq,J Francq1Engineer and director, respectively,Coyne & Bellier, Bureau d'Ingeniéurs Conseils,Paris,.FranceSearch for other works by this author on:G PostG Post1Engineer and director, respectively,Coyne & Bellier, Bureau d'Ingeniéurs Conseils,Paris,.FranceSearch for other works by this author on:
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Erosion, Corrective Maintenance, and Dispersive ClaysByOS Ghuman,OS Ghuman1Project engineer, associate, and consulting engineer, respectively,Woodward-Clyde Consultants,Orange, Calif. 92668.Search for other works by this author on:RL Allen,RL Allen1Project engineer, associate, and consulting engineer, respectively,Woodward-Clyde Consultants,Orange, Calif. 92668.Search for other works by this author on:RL McNeillRL McNeill1Project engineer, associate, and consulting engineer, respectively,Woodward-Clyde Consultants,Orange, Calif. 92668.Search for other works by this author on:
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Protecting a Dispersive Soil Storage by Water TreatmentByK Grant,K Grant1Principal research scientist, Division of Applied Geomechanics,Commonwealth Scientific Research and Industrial Organization,Melbourne,.AustraliaSearch for other works by this author on:OG Ingles,OG Ingles2Associate professor,School of Civil Engineering, University of New South Wales,Sydney,.AustraliaSearch for other works by this author on:IA Lawrence,IA Lawrence3Engineer,National Capital Development Commission,Canberra,.AustraliaSearch for other works by this author on:PJ SommervillePJ Sommerville4Water chemist,Melbourne and Metropolitan Board of Works,Melbourne,.AustraliaSearch for other works by this author on:
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Factors Influencing Dispersive Clays and Methods of IdentificationByRT Heinzen,RT Heinzen1Staff engineer,J. H. Kleinfelders Associates,Stockton, Calif. 92505.Search for other works by this author on:K ArulanandanK Arulanandan2Associate professor, Department of Civil Engineering,University of California,Davis, Calif. 95616.Search for other works by this author on:
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Factors Affecting Spontaneous Dispersion of soil Materials as Evidenced by the Crumb TestByGGS Holmgren,GGS Holmgren1Soil scientist, National Soil Survey Laboratory, and civil engineer, Soil Mechanics Unit, respectively,Soil Conservation Service,Lincoln, Nebr. 68508.Search for other works by this author on:CP FlanaganCP Flanagan1Soil scientist, National Soil Survey Laboratory, and civil engineer, Soil Mechanics Unit, respectively,Soil Conservation Service,Lincoln, Nebr. 68508.Search for other works by this author on:
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Conditions Causing Piping in Compacted ClayByHG Landau,HG Landau1Project engineer,Dames & Moore, Consulting Engineers,Seattle, Wash. 98125.Search for other works by this author on:AG AltschaefflAG Altschaeffl2Professor of civil engineering,Purdue University,West Lafayette, Ind. 47907.Search for other works by this author on:
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Erosion of Unsaturated Clay in a Pinhole TestByDA Lewis,DA Lewis1Staff geotechnical engineer,Raba & Associates,San Antonio, Tex. 78216Search for other works by this author on:NO SchmidtNO Schmidt2Professor of Civil Engineering,University of Missouri-Rolla,Rolla, Mo. 65401.Search for other works by this author on:
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Identification of Dispersive Clays in the Texas Gulf Coast AreaByAF Marshall,AF Marshall1Senior project manager and geotechnical engineer, respectively,McClelland Engineers, Inc.,Houston, Tex. 77081.Search for other works by this author on:JP WorkmanJP Workman1Senior project manager and geotechnical engineer, respectively,McClelland Engineers, Inc.,Houston, Tex. 77081.Search for other works by this author on:
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The Role of Dispersion in the Slaking of Intact ClayByY Moriwaki,Y Moriwaki1Senior staff engineer,Woodward-Clyde Consultants,Oakland, Calif. 94111.Search for other works by this author on:JK MitchellJK Mitchell2Professor of Civil Engineering,University of California,Berkeley, Calif. 94720.Search for other works by this author on:
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A Rheological Approach to Dispersive ClaysBySH NickelSH Nickel1Geotechnical engineer,Hoskins-Western-Sonderegger,Lincoln, Nebr. 68501.Search for other works by this author on:
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Dispersion Characteristics of Clay from Mushroom Cave, Meramec Park Lake Project, Meramec River, MissouriByEB Perry,EB Perry1Research civil engineer, Soil Mechanics Division,Soils and Pavements Laboratory, U.S. Army Engineer Waterways Experiment Station,Vicksburg, Miss. 39180.Search for other works by this author on:GJ PostolGJ Postol2Head, Soils Section,Foundations and Materials Branch, U.S. Army Engineer District,St. Louis, Mo. 63101.Search for other works by this author on:
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Case Histories of Repairs and Designs for Dams Built with Dispersive ClayByJT PhillipsJT Phillips1Associate,Gutteridge, Haskins & Davey, Consulting Engineers Planners Surveyors,Melbourne, Victoria,.AustraliaSearch for other works by this author on:
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Relevance of Atterberg Limits in Evaluating Piping and Breaching PotentialByD ReséndizD Reséndiz1Research professor and director,Instituto de Ingeniería, National University of Mexico,Mexico City,.MexicoSearch for other works by this author on:
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Dispersion in Some New Zealand ClaysByPB RileyPB Riley1Senior engineer,Beca Carter Hollings & Ferner Ltd., Consulting Engineers and Surveyors,Auckland,.New ZealandSearch for other works by this author on:
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Identification of Susceptible Soils and Control of Tunnelling Failure in Small Earth DamsByCJ RosewellCJ Rosewell1Officer in charge,Gunnedah Research Centre, Soil Conservation Service of New South Wales,Gunnedah, N.S.W.,.AustraliaSearch for other works by this author on:
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Encountering Dispersive Clays on Soil Conservation Service Projects in OklahomaByNL RykerNL Ryker1Civil engineer,Soil Mechanics, U.S. Department of Agriculture Soil Conservation Service,Stillwater, Okla. 74074.Search for other works by this author on:
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Concept of Critical Shear Stress in Relation to Characterization of Dispersive ClaysByA SargunanA Sargunan1Professor,Department of Soil Mechanics, College of Engineering,Madras,.IndiaSearch for other works by this author on:
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Influence of Eroding Solution Composition on Dispersive Behavior of a Compacted Clay ShaleByCT Statton,CT Statton1Geological engineer,Woodward-Clyde Consultants,Clifton, N.J. 07011.Search for other works by this author on:JK MitchellJK Mitchell2Professor of civil engineering,University of California,Berkeley, Calif.94720.Search for other works by this author on:
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Experiences with Tests of Dispersibility of Fine-Grained Soils for Dams in ColombiaByF VillegasF Villegas1Associate,Integral Ltda., Consulting Engineers,Medellin,.ColombiaSearch for other works by this author on:
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Turbidity and Zeta Potential Measurements of Clay DispersibilityByRN Yong,RN Yong1William Scott professor of civil engineering and applied mechanics, and director, Soil Mechanics Research Laboratory; and research associate, Soil Mechanics Research Laboratory, respectively,McGill University,Montreal, P. Q.,.CanadaSearch for other works by this author on:AJ SethiAJ Sethi1William Scott professor of civil engineering and applied mechanics, and director, Soil Mechanics Research Laboratory; and research associate, Soil Mechanics Research Laboratory, respectively,McGill University,Montreal, P. Q.,.CanadaSearch for other works by this author on:
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Dispersive Soils at Sugarloaf Dam Site, Near Melbourne, AustraliaByDH Stapledon,DH Stapledon1Director,Coffey and Hollingsworth Pty. Ltd.,Mile End,.South AustraliaSearch for other works by this author on:RJ CasinaderRJ Casinader2Project design engineer,Melbourne and Metropolitan Board of Works,Melbourne,.AustraliaSearch for other works by this author on:
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Summary—Evaluation of Symposium on Dispersive ClaysByJL Sherard,JL Sherard1Consulting engineer, Devonshire, Bermuda;editor.Search for other works by this author on:RS DeckerRS Decker2Senior soil engineer,Hoskins-Western-Sonderegger, Inc.,Lincoln, Nebr.68508;editor.Search 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.
© 1977
ASTM Informational
