A closed-form solution for a spherical cavity in the elastic-brittle-plastic medium
Yin, Shunde2; Wang, Shuilin1
刊名TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
2011
卷号26期号:1页码:236-241
关键词Spherical cavity Brittle-plastic medium Mohr-Coulomb criterion Hoek-Brown criterion
ISSN号0886-7798
DOI10.1016/j.tust.2010.06.005
英文摘要A theoretically consistent closed-form solution for a spherical cavity in a brittle-plastic infinite medium subject to a hydrostatic stress field was derived. Both linear Mohr-Coulomb (M-C) and nonlinear Hoek-Brown (H-B) yield criteria are considered, and a non-associated flow rule is employed in the solution. Plastic radius, stresses and displacements are explicitly expressed as the functions of radial coordinates, internal pressure and strength parameters. In elastic-perfectly plastic analysis, results for displacements and stresses are in good agreement with those published. Comparison of brittle-plastic solutions with the elasto-plastic ones indicates that brittle-plastic behavior of rock mass increase the extent of plastic zone and the displacements around the cavity significantly. Ground response curves (GRC) are constructed for both M-C and H-B criteria and the potential applications are discussed. (C) 2010 Elsevier Ltd. All rights reserved.
WOS研究方向Construction & Building Technology ; Engineering
语种英语
出版者PERGAMON-ELSEVIER SCIENCE LTD
WOS记录号WOS:000285231600026
内容类型期刊论文
源URL[http://119.78.100.198/handle/2S6PX9GI/3253]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech ;
2.Univ Wyoming, Dept Chem & Petr Engn
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Yin, Shunde,Wang, Shuilin. A closed-form solution for a spherical cavity in the elastic-brittle-plastic medium[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2011,26(1):236-241.
APA Yin, Shunde,&Wang, Shuilin.(2011).A closed-form solution for a spherical cavity in the elastic-brittle-plastic medium.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,26(1),236-241.
MLA Yin, Shunde,et al."A closed-form solution for a spherical cavity in the elastic-brittle-plastic medium".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 26.1(2011):236-241.
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