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Article: New strength criterion for rock with shear failure mode
Title | New strength criterion for rock with shear failure mode 剪切破壞模式下巖石的強度準則 |
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Authors | |
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 Date | 2001 |
Citation | Chinese Journal of Rock Mechanics And Engineering, 2001, v. 20 n. 6, p. 753-762 How to Cite? |
Abstract | Based 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 Identifier | http://hdl.handle.net/10722/70545 |
ISSN | 2023 SCImago Journal Rankings: 0.898 |
References |
DC Field | Value | Language |
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dc.contributor.author | Zhou, G | en_HK |
dc.contributor.author | Tham, LG | en_HK |
dc.contributor.author | Lee, PKK | en_HK |
dc.contributor.author | Tsui, Y | en_HK |
dc.date.accessioned | 2010-09-06T06:23:56Z | - |
dc.date.available | 2010-09-06T06:23:56Z | - |
dc.date.issued | 2001 | en_HK |
dc.identifier.citation | Chinese Journal of Rock Mechanics And Engineering, 2001, v. 20 n. 6, p. 753-762 | en_HK |
dc.identifier.issn | 1000-6915 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/70545 | - |
dc.description.abstract | Based 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.language | chi | en_HK |
dc.relation.ispartof | Chinese Journal of Rock Mechanics and Engineering | en_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.title | New strength criterion for rock with shear failure mode | en_HK |
dc.title | 剪切破壞模式下巖石的強度準則 | - |
dc.type | Article | en_HK |
dc.identifier.email | Tham, LG: hrectlg@hkucc.hku.hk | en_HK |
dc.identifier.email | Lee, PKK: hreclkk@hkucc.hku.hk | en_HK |
dc.identifier.authority | Tham, LG=rp00176 | en_HK |
dc.identifier.authority | Lee, PKK=rp00141 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.scopus | eid_2-s2.0-0035507274 | en_HK |
dc.identifier.hkuros | 67335 | en_HK |
dc.identifier.hkuros | 73848 | - |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-0035507274&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 20 | en_HK |
dc.identifier.issue | 6 | en_HK |
dc.identifier.spage | 753 | en_HK |
dc.identifier.epage | 762 | en_HK |
dc.publisher.place | China | en_HK |
dc.identifier.scopusauthorid | Zhou, G=7403686064 | en_HK |
dc.identifier.scopusauthorid | Tham, LG=7006213628 | en_HK |
dc.identifier.scopusauthorid | Lee, PKK=24522826500 | en_HK |
dc.identifier.scopusauthorid | Tsui, Y=7006760586 | en_HK |
dc.identifier.issnl | 1000-6915 | - |