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Article: Analysis Principle For Rock Mass with Brittle Plasticity and its Applications

TitleAnalysis Principle For Rock Mass with Brittle Plasticity and its Applications
脆塑性巖體的分析原理及其應用
Authors
KeywordsLayered rockmass (層狀巖體)
Curved deformation (彎曲變形)
Damage test (破壞試驗)
FEM (有限元)
Issue Date1997
PublisherInstitute of Rock and Soil Mechanics, Chinese Academy of Sciences (中國岩石力學與工程學會). The Journal's web site is located at http://www.rockmech.org/CN/volumn/home.shtml
Citation
Chinese Journal of Rock Mechanics and Engineering, 1997, v. 16 n. 1, p. 8-21 How to Cite?
巖石力學與工程學報, 1997, v. 16 n. 1, p. 8-21 How to Cite?
AbstractA kind of geo model material is used to model the slope with layered rockmass. By multi stage excavation of the slope, the damage process is checked. In the meantime, the FEM with consideration of the bending effects of the rocklayers is used in the model of damage process. The results from the two methods are well coincident, and disclose some bending damage regularities. 用地質力學模型試驗方法,在實驗室對層狀巖體邊坡進行分期開挖破壞試驗,同時利用考慮了巖層彎曲變形效應的有限元程序模擬開挖破壞過程。兩種方法所得結果具有良好的可比性,揭示了在開挖狀態下巖體彎曲變形折斷破壞的一些規律。
Persistent Identifierhttp://hdl.handle.net/10722/70784
ISSN
2015 SCImago Journal Rankings: 1.073

 

DC FieldValueLanguage
dc.contributor.authorZheng, H-
dc.contributor.authorGe, X-
dc.contributor.authorLee, CF-
dc.date.accessioned2010-09-06T06:26:06Z-
dc.date.available2010-09-06T06:26:06Z-
dc.date.issued1997-
dc.identifier.citationChinese Journal of Rock Mechanics and Engineering, 1997, v. 16 n. 1, p. 8-21-
dc.identifier.citation巖石力學與工程學報, 1997, v. 16 n. 1, p. 8-21-
dc.identifier.issn1000-6915-
dc.identifier.urihttp://hdl.handle.net/10722/70784-
dc.description.abstractA kind of geo model material is used to model the slope with layered rockmass. By multi stage excavation of the slope, the damage process is checked. In the meantime, the FEM with consideration of the bending effects of the rocklayers is used in the model of damage process. The results from the two methods are well coincident, and disclose some bending damage regularities. 用地質力學模型試驗方法,在實驗室對層狀巖體邊坡進行分期開挖破壞試驗,同時利用考慮了巖層彎曲變形效應的有限元程序模擬開挖破壞過程。兩種方法所得結果具有良好的可比性,揭示了在開挖狀態下巖體彎曲變形折斷破壞的一些規律。-
dc.languagechi-
dc.publisherInstitute of Rock and Soil Mechanics, Chinese Academy of Sciences (中國岩石力學與工程學會). The Journal's web site is located at http://www.rockmech.org/CN/volumn/home.shtml-
dc.relation.ispartofChinese Journal of Rock Mechanics and Engineering-
dc.relation.ispartof巖石力學與工程學報-
dc.subjectLayered rockmass (層狀巖體)-
dc.subjectCurved deformation (彎曲變形)-
dc.subjectDamage test (破壞試驗)-
dc.subjectFEM (有限元)-
dc.titleAnalysis Principle For Rock Mass with Brittle Plasticity and its Applications-
dc.title脆塑性巖體的分析原理及其應用-
dc.typeArticle-
dc.identifier.emailLee, CF: leecf@hkucc.hku.hk-
dc.identifier.authorityLee, CF=rp00139-
dc.identifier.hkuros21624-
dc.identifier.volume16-
dc.identifier.issue1-
dc.identifier.spage8-
dc.identifier.epage21-
dc.publisher.placeWu Han (武漢)-

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