An Approximate Method for Evaluating the Shear Band Thickness in Saturated Soils

doi:10.1002/nag.400

IMECH-IR > 力学所知识产出(1956-2008)

	An Approximate Method for Evaluating the Shear Band Thickness in Saturated Soils
	Lu XB(鲁晓兵); Wang SY(王淑云); Wang YH(王义华); Lu, XB (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
发表期刊	International Journal for Numerical and Analytical Methods in Geomechanics
	2004
卷号	24 期号:15 页码:1533-1541
ISSN	0363-9061
摘要	formula for the thickness of a shear band formed in saturated soils under a simple shear or a combined stress state has been proposed. It is shown that the shear band thickness is dependent on the pore pressure properties of the material and the dilatancy rate, but is independent of the details of the combined stress state. This is in accordance with some separate experimental observations.
学科领域	力学
DOI	10.1002/nag.400
收录类别	SCI ; EI
语种	英语
WOS记录号	WOS:000225451200005
关键词[WOS]	GRANULAR-MATERIALS ; LOCALIZED DEFORMATION ; STRAIN LOCALIZATION ; SAND ; INSTABILITY ; STABILITY ; EVOLUTION ; MICROSTRUCTURE ; LIQUEFACTION ; DILATANCY
WOS研究方向	Engineering ; Materials Science ; Mechanics
WOS类目	Engineering, Geological ; Materials Science, Multidisciplinary ; Mechanics
引用统计	被引频次：7[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/311007/17553
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,Wang SY,Wang YH,et al. An Approximate Method for Evaluating the Shear Band Thickness in Saturated Soils[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2004,24,15,:1533-1541.
APA	鲁晓兵,王淑云,王义华,&Lu, XB .(2004).An Approximate Method for Evaluating the Shear Band Thickness in Saturated Soils.International Journal for Numerical and Analytical Methods in Geomechanics,24(15),1533-1541.
MLA	鲁晓兵,et al."An Approximate Method for Evaluating the Shear Band Thickness in Saturated Soils".International Journal for Numerical and Analytical Methods in Geomechanics 24.15(2004):1533-1541.

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