中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Study on hydromechanical damage coupled model of Boom clay during tunnel excavation and construction

文献类型:期刊论文

作者Jia, S. P.2; Chen, W. Z.1; Wang, Q.2
刊名MATERIALS RESEARCH INNOVATIONS
出版日期2011
卷号15页码:S517-S521
关键词Boom clay Hydromechanical coupling Damage evolution Permeability Finite element method
ISSN号1432-8917
DOI10.1179/143307511X12858957676317
英文摘要Based on the theory of continuum damage mechanics, a modified Mohr-Coulomb failure criterion according to plastic damage evolution and the hydromechanical coupling is applied to analyse the excavation damage of Boom clay influenced by the evolution of pore pressure and plastic strain. Considering the actual case of construction of the connecting gallery of radioactive waste disposal in the deep Boom clay formation in Belgium, a nonlinear finite element damage model for simulating shield tunnelling is proposed to study the evolution of damage, pore pressure and permeability of the surrounding rock. The variations of damage and permeability around the tunnel with time are analysed in detail. The proposed model is able to effectively depict the main features of hydromechanical behaviours of Boom clay. Therefore, the present model can provide references for the distribution, degree and evolution of damage and fractures self-sealing process analysis of surrounding rock.
WOS研究方向Materials Science
语种英语
WOS记录号WOS:000288859000127
出版者MANEY PUBLISHING
源URL[http://119.78.100.198/handle/2S6PX9GI/3260]  
专题岩土力学所知识全产出_期刊论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech
2.Yangtze Univ, Sch Urban Construct ;
推荐引用方式
GB/T 7714
Jia, S. P.,Chen, W. Z.,Wang, Q.. Study on hydromechanical damage coupled model of Boom clay during tunnel excavation and construction[J]. MATERIALS RESEARCH INNOVATIONS,2011,15:S517-S521.
APA Jia, S. P.,Chen, W. Z.,&Wang, Q..(2011).Study on hydromechanical damage coupled model of Boom clay during tunnel excavation and construction.MATERIALS RESEARCH INNOVATIONS,15,S517-S521.
MLA Jia, S. P.,et al."Study on hydromechanical damage coupled model of Boom clay during tunnel excavation and construction".MATERIALS RESEARCH INNOVATIONS 15(2011):S517-S521.

入库方式: OAI收割

来源:武汉岩土力学研究所

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