中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
The evolution of shear bands of saturated soil

文献类型:期刊论文

作者Lu XB(鲁晓兵); Zhang JH(张嘉华); Yang ZS(杨振声)
刊名International Journal of Non-Linear Mechanics
出版日期2000
卷号35期号:1页码:21-26
ISSN号0020-7462
通讯作者Lu, XB (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
中文摘要The development of the shear bands of saturated soil in coupling-rate- and pore-pressure-dependent simple shear has been discussed, using a simple model and a matching technique at the moving boundary of a shear band. Tt is shown that the development of shear bands are dominated by the coupling-rate and pore-pressure effect of the material. The strength of the soil acts as a destabilizer, whilst pore pressure diffusion makes the band expand. The theory is discussed and some computational solutions have been presented.
学科主题力学
类目[WOS]Mechanics
研究领域[WOS]Mechanics
收录类别SCI
语种英语
WOS记录号WOS:000082567200003
公开日期2007-06-15 ; 2007-12-05 ; 2009-06-23
源URL[http://dspace.imech.ac.cn/handle/311007/16314]  
专题力学研究所_力学所知识产出(1956-2008)
推荐引用方式
GB/T 7714
Lu XB,Zhang JH,Yang ZS. The evolution of shear bands of saturated soil[J]. International Journal of Non-Linear Mechanics,2000,35(1):21-26.
APA 鲁晓兵,张嘉华,&杨振声.(2000).The evolution of shear bands of saturated soil.International Journal of Non-Linear Mechanics,35(1),21-26.
MLA 鲁晓兵,et al."The evolution of shear bands of saturated soil".International Journal of Non-Linear Mechanics 35.1(2000):21-26.

入库方式: OAI收割

来源:力学研究所

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