The instability analysis of saturated soil under shear load

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	The instability analysis of saturated soil under shear load
	Lu XB(鲁晓兵); Yang ZS(杨振声); Zhang JH(张嘉华); Lu, XB (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
发表期刊	International Journal of Non-Linear Mechanics
	2000
卷号	35 期号:2 页码:355-360
ISSN	0020-7462
摘要	A theoretical description of shear instability is presented in a system of equations. It is shown that two types of instability may exist. One of them is dominated by pore pressure softening while the other by strain softening. A criterion combining pore pressure softening, strain hardening, and volume strain coefficient is obtained and practical implications are discussed.
学科领域	力学
收录类别	SCI
语种	英语
WOS记录号	WOS:000082924000014
WOS研究方向	Mechanics
WOS类目	Mechanics
引用统计	被引频次：2[WOS] [WOS记录] [WOS相关记录]
文献类型	期刊论文
条目标识符	http://dspace.imech.ac.cn/handle/311007/16981
专题	力学所知识产出(1956-2008)
通讯作者	Lu, XB (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
推荐引用方式 GB/T 7714	Lu XB,Yang ZS,Zhang JH,et al. The instability analysis of saturated soil under shear load[J]. International Journal of Non-Linear Mechanics,2000,35,2,:355-360.
APA	鲁晓兵,杨振声,张嘉华,&Lu, XB .(2000).The instability analysis of saturated soil under shear load.International Journal of Non-Linear Mechanics,35(2),355-360.
MLA	鲁晓兵,et al."The instability analysis of saturated soil under shear load".International Journal of Non-Linear Mechanics 35.2(2000):355-360.

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