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Article: Centrifuge modeling of cohesive soil slopes reinforced by stabilizing piles

TitleCentrifuge modeling of cohesive soil slopes reinforced by stabilizing piles
Authors
KeywordsCentrifuge Model Test
Cohesive Soil
Slope
Soil-Structure Interaction
Stabilizing Pile
Issue Date2009
Publisher《巖土工程學報》編輯部. The Journal's web site is located at http://218.241.156.197/Jwk_ytgcxb/CN/column/column11.shtml
Citation
Yantu Gongcheng Xuebao/Chinese Journal Of Geotechnical Engineering, 2009, v. 31 n. 7, p. 1075-1081 How to Cite?
AbstractThe behaviors of cohesive soil slopes reinforced by stabilizing piles are investigated using centrifuge model tests. The static and dynamic loading conditions are considered in the tests using the geotechnical centrifuge machine with the shaking table. The response of the slope-pile system is measured during testing, including the histories of displacement and acceleration of the slope, and the displacement and strain distribution of the stabilizing piles. The results show that the acceleration response of the slope increases gradually with the increasing altitudes during the earthquake. There is a surface on the inner side of the piles in the slope during the static and dynamic loading, indicating a boundary of different change rules of horizontal displacement. Therefore, the pile-reinforced slope can be divided into four zones with different deformation behaviors. The horizontal displacement of the pile is larger than that of the inner soil and less than that of the outer soil. The piles exhibit a complex interaction with the slope, resulting in a more uniform deformation.
Persistent Identifierhttp://hdl.handle.net/10722/175583
ISSN
2015 SCImago Journal Rankings: 0.781
References

 

DC FieldValueLanguage
dc.contributor.authorWang, LPen_US
dc.contributor.authorZhang, Gen_US
dc.contributor.authorZhang, JMen_US
dc.contributor.authorLee, CFen_US
dc.date.accessioned2012-11-26T08:59:48Z-
dc.date.available2012-11-26T08:59:48Z-
dc.date.issued2009en_US
dc.identifier.citationYantu Gongcheng Xuebao/Chinese Journal Of Geotechnical Engineering, 2009, v. 31 n. 7, p. 1075-1081en_US
dc.identifier.issn1000-4548en_US
dc.identifier.urihttp://hdl.handle.net/10722/175583-
dc.description.abstractThe behaviors of cohesive soil slopes reinforced by stabilizing piles are investigated using centrifuge model tests. The static and dynamic loading conditions are considered in the tests using the geotechnical centrifuge machine with the shaking table. The response of the slope-pile system is measured during testing, including the histories of displacement and acceleration of the slope, and the displacement and strain distribution of the stabilizing piles. The results show that the acceleration response of the slope increases gradually with the increasing altitudes during the earthquake. There is a surface on the inner side of the piles in the slope during the static and dynamic loading, indicating a boundary of different change rules of horizontal displacement. Therefore, the pile-reinforced slope can be divided into four zones with different deformation behaviors. The horizontal displacement of the pile is larger than that of the inner soil and less than that of the outer soil. The piles exhibit a complex interaction with the slope, resulting in a more uniform deformation.en_US
dc.languageengen_US
dc.publisher《巖土工程學報》編輯部. The Journal's web site is located at http://218.241.156.197/Jwk_ytgcxb/CN/column/column11.shtmlen_US
dc.relation.ispartofYantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineeringen_US
dc.subjectCentrifuge Model Testen_US
dc.subjectCohesive Soilen_US
dc.subjectSlopeen_US
dc.subjectSoil-Structure Interactionen_US
dc.subjectStabilizing Pileen_US
dc.titleCentrifuge modeling of cohesive soil slopes reinforced by stabilizing pilesen_US
dc.typeArticleen_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.scopuseid_2-s2.0-68249096684en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-68249096684&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume31en_US
dc.identifier.issue7en_US
dc.identifier.spage1075en_US
dc.identifier.epage1081en_US
dc.publisher.placeChinaen_US
dc.identifier.scopusauthoridWang, LP=8307960200en_US
dc.identifier.scopusauthoridZhang, G=8332602000en_US
dc.identifier.scopusauthoridZhang, JM=36071776000en_US
dc.identifier.scopusauthoridLee, CF=8068602600en_US

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