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Conference Paper: Centrifuge model tests on geotextile-reinforced slope in situation of excavation

TitleCentrifuge model tests on geotextile-reinforced slope in situation of excavation
Authors
Li, MZhang, GLee, CFZhang, J
KeywordsCentrifuge Model Test
Excavation
Geotextile
Reinforcement
Slope
Issue Date2011
PublisherTrans Tech Publications Ltd.. The Journal's web site is located at http://www.scitec.ch/1022-6680/
Citation
Advanced Materials Research, 2011, v. 163-167, p. 3662-3667 How to Cite?
DOI: http://dx.doi.org/10.4028/www.scientific.net/AMR.163-167.3662
AbstractExcavations on steep slopes are common problems in practice; little work has been done on the geotextile reinforcement effect in such a situation. Two centrifuge model tests were conducted to simulate the excavation of cohesive slopes with and without reinforcement. The tests results showed that the geotextile greatly enhanced the slope stability and the effects of reinforcement mainly emerge in two aspects as follows: (1) to diminish the deformation and to unify deformation distribution; (2) the reinforcement effect was achieved mainly through friction forces. © (2011) Trans Tech Publications.
Persistent Identifierhttp://hdl.handle.net/10722/176232
ISSN
1022-6680
ISI Accession Number ID
WOS:000289215901320
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorLi, Men_US
dc.contributor.authorZhang, Gen_US
dc.contributor.authorLee, CFen_US
dc.contributor.authorZhang, Jen_US
dc.date.accessioned2012-11-26T09:07:16Z-
dc.date.available2012-11-26T09:07:16Z-
dc.date.issued2011en_US
dc.identifier.citationAdvanced Materials Research, 2011, v. 163-167, p. 3662-3667en_US
dc.identifier.issn1022-6680en_US
dc.identifier.urihttp://hdl.handle.net/10722/176232-
dc.description.abstractExcavations on steep slopes are common problems in practice; little work has been done on the geotextile reinforcement effect in such a situation. Two centrifuge model tests were conducted to simulate the excavation of cohesive slopes with and without reinforcement. The tests results showed that the geotextile greatly enhanced the slope stability and the effects of reinforcement mainly emerge in two aspects as follows: (1) to diminish the deformation and to unify deformation distribution; (2) the reinforcement effect was achieved mainly through friction forces. © (2011) Trans Tech Publications.en_US
dc.languageengen_US
dc.publisherTrans Tech Publications Ltd.. The Journal's web site is located at http://www.scitec.ch/1022-6680/en_US
dc.relation.ispartofAdvanced Materials Researchen_US
dc.subjectCentrifuge Model Testen_US
dc.subjectExcavationen_US
dc.subjectGeotextileen_US
dc.subjectReinforcementen_US
dc.subjectSlopeen_US
dc.titleCentrifuge model tests on geotextile-reinforced slope in situation of excavationen_US
dc.typeConference_Paperen_US
dc.identifier.emailLee, CF: leecf@hkucc.hku.hken_US
dc.identifier.authorityLee, CF=rp00139en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.4028/www.scientific.net/AMR.163-167.3662en_US
dc.identifier.scopuseid_2-s2.0-78651410634en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-78651410634&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume163-167en_US
dc.identifier.spage3662en_US
dc.identifier.epage3667en_US
dc.identifier.isiWOS:000289215901320-
dc.publisher.placeSwitzerlanden_US
dc.identifier.scopusauthoridLi, M=36065765700en_US
dc.identifier.scopusauthoridZhang, G=35369524800en_US
dc.identifier.scopusauthoridLee, CF=8068602600en_US
dc.identifier.scopusauthoridZhang, J=36109630900en_US
dc.identifier.issnl1022-6680-

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