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Article: Principle of analysis of brittle-plastic rock mass

TitlePrinciple of analysis of brittle-plastic rock mass
Authors
KeywordsBrittle-Plasticity
Rock Mass
Stability
Issue Date2005
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/ijsolstr
Citation
International Journal Of Solids And Structures, 2005, v. 42 n. 1, p. 139-158 How to Cite?
AbstractBased upon Il'yushin's postulate and the plastic potential theory, a procedure for calculating the abrupt change in stresses from the peak strength surface to the residual strength surface is proposed. The stability criterion for a brittle-plastic body loaded proportionally is presented. Finally, three examples have been solved analytically and numerically, including an engineering example of the steep rock slope of a shiplock system for the Three Gorges hydroelectric power project in China. © 2004 Elsevier Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/175578
ISSN
2015 Impact Factor: 2.081
2015 SCImago Journal Rankings: 1.597
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorZheng, Hen_US
dc.contributor.authorLiu, DFen_US
dc.contributor.authorLee, CFen_US
dc.contributor.authorGe, XRen_US
dc.date.accessioned2012-11-26T08:59:46Z-
dc.date.available2012-11-26T08:59:46Z-
dc.date.issued2005en_US
dc.identifier.citationInternational Journal Of Solids And Structures, 2005, v. 42 n. 1, p. 139-158en_US
dc.identifier.issn0020-7683en_US
dc.identifier.urihttp://hdl.handle.net/10722/175578-
dc.description.abstractBased upon Il'yushin's postulate and the plastic potential theory, a procedure for calculating the abrupt change in stresses from the peak strength surface to the residual strength surface is proposed. The stability criterion for a brittle-plastic body loaded proportionally is presented. Finally, three examples have been solved analytically and numerically, including an engineering example of the steep rock slope of a shiplock system for the Three Gorges hydroelectric power project in China. © 2004 Elsevier Ltd. All rights reserved.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/ijsolstren_US
dc.relation.ispartofInternational Journal of Solids and Structuresen_US
dc.subjectBrittle-Plasticityen_US
dc.subjectRock Massen_US
dc.subjectStabilityen_US
dc.titlePrinciple of analysis of brittle-plastic rock massen_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.doi10.1016/j.ijsolstr.2004.06.050en_US
dc.identifier.scopuseid_2-s2.0-5644245213en_US
dc.identifier.hkuros102305-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-5644245213&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume42en_US
dc.identifier.issue1en_US
dc.identifier.spage139en_US
dc.identifier.epage158en_US
dc.identifier.isiWOS:000224885500009-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridZheng, H=7403440940en_US
dc.identifier.scopusauthoridLiu, DF=35269463100en_US
dc.identifier.scopusauthoridLee, CF=8068602600en_US
dc.identifier.scopusauthoridGe, XR=8579160600en_US

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