File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: New strength criterion for rock with shear failure mode

TitleNew strength criterion for rock with shear failure mode
剪切破壞模式下巖石的強度準則
Authors
Zhou, GTham, LGLee, PKKTsui, Y
Keywords強度準則 (Strength criterion)
剪切破壞模式 (Shear failure mode)
變形和破壞局部化 (Localized deformation and failure)
本構模擬 (Constitutive modeling)
尺寸效應 (Size effect)
Issue Date2001
Citation
Chinese Journal of Rock Mechanics And Engineering, 2001, v. 20 n. 6, p. 753-762 How to Cite?
AbstractBased on the observation and modeling of localized deformation and failure for rock with the shear failure mode, a new strength criterion is proposed. This criterion takes the characteristics of the non-homogeneous and localized failure of rock into account. It accounts for the size effect of rock in the shear failure mode.
在對剪切破壞模式下巖石的變形和破壞局部化觀察和本構模擬分析的基礎上，提出了一個新的強度準則。該準則考慮了巖石材料的不均勻性及破壞局部化特性，定量地描述了巖石強度的尺寸效應。
Persistent Identifierhttp://hdl.handle.net/10722/70545
ISSN
1000-6915
2023 SCImago Journal Rankings: 0.898
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorZhou, Gen_HK
dc.contributor.authorTham, LGen_HK
dc.contributor.authorLee, PKKen_HK
dc.contributor.authorTsui, Yen_HK
dc.date.accessioned2010-09-06T06:23:56Z-
dc.date.available2010-09-06T06:23:56Z-
dc.date.issued2001en_HK
dc.identifier.citationChinese Journal of Rock Mechanics And Engineering, 2001, v. 20 n. 6, p. 753-762en_HK
dc.identifier.issn1000-6915en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70545-
dc.description.abstractBased on the observation and modeling of localized deformation and failure for rock with the shear failure mode, a new strength criterion is proposed. This criterion takes the characteristics of the non-homogeneous and localized failure of rock into account. It accounts for the size effect of rock in the shear failure mode.en_HK
dc.description.abstract在對剪切破壞模式下巖石的變形和破壞局部化觀察和本構模擬分析的基礎上，提出了一個新的強度準則。該準則考慮了巖石材料的不均勻性及破壞局部化特性，定量地描述了巖石強度的尺寸效應。-
dc.languagechien_HK
dc.relation.ispartofChinese Journal of Rock Mechanics and Engineeringen_HK
dc.relation.ispartof巖石力學與工程學報 (Yanshilixue Yu Gongcheng Xuebao)-
dc.subject強度準則 (Strength criterion)-
dc.subject剪切破壞模式 (Shear failure mode)-
dc.subject變形和破壞局部化 (Localized deformation and failure)-
dc.subject本構模擬 (Constitutive modeling)-
dc.subject尺寸效應 (Size effect)-
dc.titleNew strength criterion for rock with shear failure modeen_HK
dc.title剪切破壞模式下巖石的強度準則-
dc.typeArticleen_HK
dc.identifier.emailTham, LG: hrectlg@hkucc.hku.hken_HK
dc.identifier.emailLee, PKK: hreclkk@hkucc.hku.hken_HK
dc.identifier.authorityTham, LG=rp00176en_HK
dc.identifier.authorityLee, PKK=rp00141en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-0035507274en_HK
dc.identifier.hkuros67335en_HK
dc.identifier.hkuros73848-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0035507274&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume20en_HK
dc.identifier.issue6en_HK
dc.identifier.spage753en_HK
dc.identifier.epage762en_HK
dc.publisher.placeChinaen_HK
dc.identifier.scopusauthoridZhou, G=7403686064en_HK
dc.identifier.scopusauthoridTham, LG=7006213628en_HK
dc.identifier.scopusauthoridLee, PKK=24522826500en_HK
dc.identifier.scopusauthoridTsui, Y=7006760586en_HK
dc.identifier.issnl1000-6915-

Export via OAI-PMH Interface in XML Formats

OR

Export to Other Non-XML Formats