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Conference Paper: Shear strength of slip soils containing coarse particles of Xietan landslide

TitleShear strength of slip soils containing coarse particles of Xietan landslide
Authors
Issue Date2006
Citation
Geotechnical Special Publication, 2006 n. 151, p. 142-149 How to Cite?
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.
Persistent Identifierhttp://hdl.handle.net/10722/152145
ISSN
2013 SCImago Journal Rankings: 0.163
References

 

DC FieldValueLanguage
dc.contributor.authorLiu, XLen_HK
dc.contributor.authorLoo, Hen_HK
dc.contributor.authorMin, Hen_HK
dc.contributor.authorDeng, JHen_HK
dc.contributor.authorTham, LGen_HK
dc.contributor.authorLee, CFen_HK
dc.date.accessioned2012-06-26T06:35:34Z-
dc.date.available2012-06-26T06:35:34Z-
dc.date.issued2006en_HK
dc.identifier.citationGeotechnical Special Publication, 2006 n. 151, p. 142-149en_US
dc.identifier.issn0895-0563en_HK
dc.identifier.urihttp://hdl.handle.net/10722/152145-
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.en_HK
dc.languageengen_US
dc.relation.ispartofGeotechnical Special Publicationen_HK
dc.titleShear strength of slip soils containing coarse particles of Xietan landslideen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailTham, LG: hrectlg@hku.hken_HK
dc.identifier.emailLee, CF: leecf@hkucc.hku.hken_HK
dc.identifier.authorityTham, LG=rp00176en_HK
dc.identifier.authorityLee, CF=rp00139en_HK
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1061/40863(195)13en_HK
dc.identifier.scopuseid_2-s2.0-33845468187en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-33845468187&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.issue151en_HK
dc.identifier.spage142en_HK
dc.identifier.epage149en_HK
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridLiu, XL=8512397000en_HK
dc.identifier.scopusauthoridLoo, H=8345992100en_HK
dc.identifier.scopusauthoridMin, H=34973198300en_HK
dc.identifier.scopusauthoridDeng, JH=7402612983en_HK
dc.identifier.scopusauthoridTham, LG=7006213628en_HK
dc.identifier.scopusauthoridLee, CF=8068602600en_HK

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