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Article: Behaviour of recompacted residual soils in a constant shear stress path

TitleBehaviour of recompacted residual soils in a constant shear stress path
Authors
KeywordsConstant Shear
Laboratory Test
Pore Pressure
Rain-Induced Failure
Recompacted Soil
Stress Path
Issue Date2010
PublisherNRC Research Press. The Journal's web site is located at http://pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_desc_e?cgj
Citation
Canadian Geotechnical Journal, 2010, v. 47 n. 6, p. 648-661 How to Cite?
Abstract
The significance of studying soil behaviour in a constant shear stress path to understand rain-induced slope failures and debris flows has long been recognized. Studies with constant shear tests have, however, been limited, and some past results from undisturbed soils appear to show stress path-dependent volume change behaviour. The present study systematically investigates the behaviour of recompacted residual soils in a constant shear stress path using a comprehensive experimental program. It is shown that the results of this test program and previously published data can be interpreted using the concepts of critical-state soil mechanics.
Persistent Identifierhttp://hdl.handle.net/10722/150528
ISSN
2013 Impact Factor: 1.206
ISI Accession Number ID
Funding AgencyGrant Number
Research Grant Council of the Hong Kong Special Administrative Region Government
Funding Information:

The authors wish to acknowledge the financial support for this research by the Research Grant Council of the Hong Kong Special Administrative Region Government. The assistance of the staff of the Department of Civil Engineering, The University of Hong Kong, in setting up laboratory apparatus is gratefully acknowledged.

References

 

Author Affiliations
  1. The University of Hong Kong
  2. Institute of Geology and Geophysics Chinese Academy of Sciences
  3. Arup Singapore Pte Ltd.
  4. Carleton University
DC FieldValueLanguage
dc.contributor.authorJunaideen, SMen_US
dc.contributor.authorTham, LGen_US
dc.contributor.authorLaw, KTen_US
dc.contributor.authorDai, FCen_US
dc.contributor.authorLee, CFen_US
dc.date.accessioned2012-06-26T06:05:29Z-
dc.date.available2012-06-26T06:05:29Z-
dc.date.issued2010en_US
dc.identifier.citationCanadian Geotechnical Journal, 2010, v. 47 n. 6, p. 648-661en_US
dc.identifier.issn0008-3674en_US
dc.identifier.urihttp://hdl.handle.net/10722/150528-
dc.description.abstractThe significance of studying soil behaviour in a constant shear stress path to understand rain-induced slope failures and debris flows has long been recognized. Studies with constant shear tests have, however, been limited, and some past results from undisturbed soils appear to show stress path-dependent volume change behaviour. The present study systematically investigates the behaviour of recompacted residual soils in a constant shear stress path using a comprehensive experimental program. It is shown that the results of this test program and previously published data can be interpreted using the concepts of critical-state soil mechanics.en_US
dc.languageengen_US
dc.publisherNRC Research Press. The Journal's web site is located at http://pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_desc_e?cgjen_US
dc.relation.ispartofCanadian Geotechnical Journalen_US
dc.subjectConstant Shearen_US
dc.subjectLaboratory Testen_US
dc.subjectPore Pressureen_US
dc.subjectRain-Induced Failureen_US
dc.subjectRecompacted Soilen_US
dc.subjectStress Pathen_US
dc.titleBehaviour of recompacted residual soils in a constant shear stress pathen_US
dc.typeArticleen_US
dc.identifier.emailTham, LG:hrectlg@hkucc.hku.hken_US
dc.identifier.authorityTham, LG=rp00176en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1139/T09-129en_US
dc.identifier.scopuseid_2-s2.0-77953522150en_US
dc.identifier.hkuros212173-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-77953522150&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume47en_US
dc.identifier.issue6en_US
dc.identifier.spage648en_US
dc.identifier.epage661en_US
dc.identifier.eissn1208-6010-
dc.identifier.isiWOS:000279224600005-
dc.publisher.placeCanadaen_US
dc.identifier.scopusauthoridJunaideen, SM=6504204671en_US
dc.identifier.scopusauthoridTham, LG=7006213628en_US
dc.identifier.scopusauthoridLaw, KT=7202563426en_US
dc.identifier.scopusauthoridDai, FC=7102055666en_US
dc.identifier.scopusauthoridLee, CF=7410159813en_US

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