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Article: Behaviour of recompacted residual soils in a constant shear stress path
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TitleBehaviour of recompacted residual soils in a constant shear stress path
 
AuthorsJunaideen, SM1 3
Tham, LG1
Law, KT4
Dai, FC1 2
Lee, CF1
 
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
 
CitationCanadian Geotechnical Journal, 2010, v. 47 n. 6, p. 648-661 [How to Cite?]
DOI: http://dx.doi.org/10.1139/T09-129
 
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.
 
ISSN0008-3674
2012 Impact Factor: 0.811
2012 SCImago Journal Rankings: 1.054
 
DOIhttp://dx.doi.org/10.1139/T09-129
 
ISI Accession Number IDWOS:000279224600005
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.

 
ReferencesReferences in Scopus
 
DC FieldValue
dc.contributor.authorJunaideen, SM
 
dc.contributor.authorTham, LG
 
dc.contributor.authorLaw, KT
 
dc.contributor.authorDai, FC
 
dc.contributor.authorLee, CF
 
dc.date.accessioned2012-06-26T06:05:29Z
 
dc.date.available2012-06-26T06:05:29Z
 
dc.date.issued2010
 
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.
 
dc.description.natureLink_to_subscribed_fulltext
 
dc.identifier.citationCanadian Geotechnical Journal, 2010, v. 47 n. 6, p. 648-661 [How to Cite?]
DOI: http://dx.doi.org/10.1139/T09-129
 
dc.identifier.doihttp://dx.doi.org/10.1139/T09-129
 
dc.identifier.eissn1208-6010
 
dc.identifier.epage661
 
dc.identifier.hkuros212173
 
dc.identifier.isiWOS:000279224600005
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.

 
dc.identifier.issn0008-3674
2012 Impact Factor: 0.811
2012 SCImago Journal Rankings: 1.054
 
dc.identifier.issue6
 
dc.identifier.scopuseid_2-s2.0-77953522150
 
dc.identifier.spage648
 
dc.identifier.urihttp://hdl.handle.net/10722/150528
 
dc.identifier.volume47
 
dc.languageeng
 
dc.publisherNRC Research Press. The Journal's web site is located at http://pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_desc_e?cgj
 
dc.publisher.placeCanada
 
dc.relation.ispartofCanadian Geotechnical Journal
 
dc.relation.referencesReferences in Scopus
 
dc.subjectConstant Shear
 
dc.subjectLaboratory Test
 
dc.subjectPore Pressure
 
dc.subjectRain-Induced Failure
 
dc.subjectRecompacted Soil
 
dc.subjectStress Path
 
dc.titleBehaviour of recompacted residual soils in a constant shear stress path
 
dc.typeArticle
 
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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