File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Centrifuge modeling of the failure of geotextile-reinforced slopes

TitleCentrifuge modeling of the failure of geotextile-reinforced slopes
Authors
KeywordsCentrifuge Modeling
Geotextile
Progressive Failure
Slope
Issue Date2008
Citation
Qinghua Daxue Xuebao/Journal Of Tsinghua University, 2008, v. 48 n. 12, p. 2057-2060 How to Cite?
AbstractThe influence of the geotextiles on the deformation and failure of geotextile-reinforced slopes is a key issue in slope stability. Centrifugal model tests were conducted to investigate the failure of soil slopes reinforced using geotextiles. The deformation fields and their changes due to loading were measured using an image-based displacement measurement system. The failure and deformation of the geotextile-reinforced slope were investigated by comparing observations of reinforced and pure soil slopes. The results show that the geotextiles significantly change the slip surface so that only superficial local failure occurs. The strain localization on the soil slope reduces by the geotextiles, which increases the slope stability.
Persistent Identifierhttp://hdl.handle.net/10722/175579
ISSN
2015 SCImago Journal Rankings: 0.197
References

 

DC FieldValueLanguage
dc.contributor.authorZhang, Gen_US
dc.contributor.authorWang, Aen_US
dc.contributor.authorZhang, Jen_US
dc.contributor.authorLee, Cen_US
dc.date.accessioned2012-11-26T08:59:46Z-
dc.date.available2012-11-26T08:59:46Z-
dc.date.issued2008en_US
dc.identifier.citationQinghua Daxue Xuebao/Journal Of Tsinghua University, 2008, v. 48 n. 12, p. 2057-2060en_US
dc.identifier.issn1000-0054en_US
dc.identifier.urihttp://hdl.handle.net/10722/175579-
dc.description.abstractThe influence of the geotextiles on the deformation and failure of geotextile-reinforced slopes is a key issue in slope stability. Centrifugal model tests were conducted to investigate the failure of soil slopes reinforced using geotextiles. The deformation fields and their changes due to loading were measured using an image-based displacement measurement system. The failure and deformation of the geotextile-reinforced slope were investigated by comparing observations of reinforced and pure soil slopes. The results show that the geotextiles significantly change the slip surface so that only superficial local failure occurs. The strain localization on the soil slope reduces by the geotextiles, which increases the slope stability.en_US
dc.languageengen_US
dc.relation.ispartofQinghua Daxue Xuebao/Journal of Tsinghua Universityen_US
dc.subjectCentrifuge Modelingen_US
dc.subjectGeotextileen_US
dc.subjectProgressive Failureen_US
dc.subjectSlopeen_US
dc.titleCentrifuge modeling of the failure of geotextile-reinforced slopesen_US
dc.typeArticleen_US
dc.identifier.emailLee, C: leecf@hkucc.hku.hken_US
dc.identifier.authorityLee, C=rp00139en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-58249133251en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-58249133251&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume48en_US
dc.identifier.issue12en_US
dc.identifier.spage2057en_US
dc.identifier.epage2060en_US
dc.identifier.scopusauthoridZhang, G=8332602000en_US
dc.identifier.scopusauthoridWang, A=53870879500en_US
dc.identifier.scopusauthoridZhang, J=36071776000en_US
dc.identifier.scopusauthoridLee, C=8068602600en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats