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Article: Slice-free method for stability analysis of slopes

TitleSlice-free method for stability analysis of slopes
邊坡穩定性分析的無條分法
Authors
KeywordsBoundary Integration
Limit Equilibrium Method
Slope
Issue Date2007
Publisher中國科學院武漢巖土力學研究所. The Journal's web site is located at http://ytlx.chinajournal.net.cn/
Citation
Yantu Lixue/Rock And Soil Mechanics, 2007, v. 28 n. 7, p. 1285-1291 How to Cite?
巖土力學, 2007, v. 28 n. 7, p. 1285-1291 How to Cite?
AbstractBy means of remedying stress on the slip surface and taking the whole sliding body as the loaded object, a global limit equilibrium analysis for the sliding body is proposed. Because all those relevant area integrals over the sliding body are transformed into the relevant boundary integrals through Green's formula; meanwhile, no slices are necessary when implementing the proposed method. The proposed method enjoys excellent numerical properties and can be easily generalized to the three-dimensional situations in which all the six equilibrium conditions can be satisfied. This study demonstrates the application of the procedure to two-dimensional situations.
Persistent Identifierhttp://hdl.handle.net/10722/150420
ISSN
2015 SCImago Journal Rankings: 0.843
References

 

DC FieldValueLanguage
dc.contributor.authorZheng, Hen_US
dc.contributor.authorTham, LGen_US
dc.contributor.authorLiu, DFen_US
dc.date.accessioned2012-06-26T06:04:35Z-
dc.date.available2012-06-26T06:04:35Z-
dc.date.issued2007en_US
dc.identifier.citationYantu Lixue/Rock And Soil Mechanics, 2007, v. 28 n. 7, p. 1285-1291en_US
dc.identifier.citation巖土力學, 2007, v. 28 n. 7, p. 1285-1291-
dc.identifier.issn1000-7598en_US
dc.identifier.urihttp://hdl.handle.net/10722/150420-
dc.description.abstractBy means of remedying stress on the slip surface and taking the whole sliding body as the loaded object, a global limit equilibrium analysis for the sliding body is proposed. Because all those relevant area integrals over the sliding body are transformed into the relevant boundary integrals through Green's formula; meanwhile, no slices are necessary when implementing the proposed method. The proposed method enjoys excellent numerical properties and can be easily generalized to the three-dimensional situations in which all the six equilibrium conditions can be satisfied. This study demonstrates the application of the procedure to two-dimensional situations.en_US
dc.languagechien_US
dc.publisher中國科學院武漢巖土力學研究所. The Journal's web site is located at http://ytlx.chinajournal.net.cn/zh_HK
dc.relation.ispartofYantu Lixue/Rock and Soil Mechanicsen_US
dc.relation.ispartof巖土力學-
dc.subjectBoundary Integrationen_US
dc.subjectLimit Equilibrium Methoden_US
dc.subjectSlopeen_US
dc.titleSlice-free method for stability analysis of slopesen_US
dc.title邊坡穩定性分析的無條分法-
dc.typeArticleen_US
dc.identifier.emailTham, LG:hrectlg@hkucc.hku.hken_US
dc.identifier.authorityTham, LG=rp00176en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-34547638296en_US
dc.identifier.hkuros212140-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-34547638296&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume28en_US
dc.identifier.issue7en_US
dc.identifier.spage1285en_US
dc.identifier.epage1291en_US
dc.publisher.placeChinaen_US
dc.identifier.scopusauthoridZheng, H=7403440940en_US
dc.identifier.scopusauthoridTham, LG=7006213628en_US
dc.identifier.scopusauthoridLiu, DF=15022683400en_US

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