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Conference Paper: Shear strength of slip soils containing coarse particles of Xietan landslide
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TitleShear strength of slip soils containing coarse particles of Xietan landslide
 
AuthorsLiu, XL2
Loo, H1
Min, H2
Deng, JH2
Tham, LG1
Lee, CF1
 
Issue Date2006
 
CitationGeotechnical Special Publication, 2006 n. 151, p. 142-149 [How to Cite?]
DOI: http://dx.doi.org/10.1061/40863(195)13
 
AbstractThe shear strength of slip soils is important for the stability analysis of landslides. Most of the previous research is mainly focused on the strength characteristics of finer particles; however, little attention is paid to the strength behavior of slip soils containing coarse particles. This paper presents a series of shear tests on slip soils sampled from the adit of Xietan landslide in the Three Gorges Reservoir areas. The shear tests include ring shear, multi-reversal direct shear (both small and large), triaxial shear (CD/CU), with the proportions of coarse particles ranges from 0% to 40%. Results indicate that both the gravel proportions and its size have an effect on the shear strength behavior. The shear strength parameters of the slip soils of Xietan landslide are presented for analyzing the stability of landslide. Copyright ASCE 2006.
 
ISSN0895-0563
2013 SCImago Journal Rankings: 0.163
 
DOIhttp://dx.doi.org/10.1061/40863(195)13
 
ReferencesReferences in Scopus
 
DC FieldValue
dc.contributor.authorLiu, XL
 
dc.contributor.authorLoo, H
 
dc.contributor.authorMin, H
 
dc.contributor.authorDeng, JH
 
dc.contributor.authorTham, LG
 
dc.contributor.authorLee, CF
 
dc.date.accessioned2012-06-26T06:35:34Z
 
dc.date.available2012-06-26T06:35:34Z
 
dc.date.issued2006
 
dc.description.abstractThe shear strength of slip soils is important for the stability analysis of landslides. Most of the previous research is mainly focused on the strength characteristics of finer particles; however, little attention is paid to the strength behavior of slip soils containing coarse particles. This paper presents a series of shear tests on slip soils sampled from the adit of Xietan landslide in the Three Gorges Reservoir areas. The shear tests include ring shear, multi-reversal direct shear (both small and large), triaxial shear (CD/CU), with the proportions of coarse particles ranges from 0% to 40%. Results indicate that both the gravel proportions and its size have an effect on the shear strength behavior. The shear strength parameters of the slip soils of Xietan landslide are presented for analyzing the stability of landslide. Copyright ASCE 2006.
 
dc.description.naturelink_to_subscribed_fulltext
 
dc.identifier.citationGeotechnical Special Publication, 2006 n. 151, p. 142-149 [How to Cite?]
DOI: http://dx.doi.org/10.1061/40863(195)13
 
dc.identifier.doihttp://dx.doi.org/10.1061/40863(195)13
 
dc.identifier.epage149
 
dc.identifier.issn0895-0563
2013 SCImago Journal Rankings: 0.163
 
dc.identifier.issue151
 
dc.identifier.scopuseid_2-s2.0-33845468187
 
dc.identifier.spage142
 
dc.identifier.urihttp://hdl.handle.net/10722/152145
 
dc.languageeng
 
dc.publisher.placeUnited States
 
dc.relation.ispartofGeotechnical Special Publication
 
dc.relation.referencesReferences in Scopus
 
dc.titleShear strength of slip soils containing coarse particles of Xietan landslide
 
dc.typeConference_Paper
 
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Author Affiliations
  1. The University of Hong Kong
  2. Chinese Academy of Sciences