Evolutions of Compaction Bands of Saturated Soils

IMECH-IR > 力学所知识产出(1956-2008)

	Evolutions of Compaction Bands of Saturated Soils
	Lu XB(鲁晓兵); Wang YH(王义华); Cui P(崔鹏)
Source Publication	Journal of Shanghai University (English Edition)
	2004
Volume	8 Issue:3 Pages:281-285
ISSN	1007-6417
Abstract	The development of compaction bands in saturated soils，which is coupling—rate，inertial and pore—pressure—dependent，under axisymmetric loading was discussed，using a simple model and a matching technique at the moving boundary of a band．It is shown that the development of compaction bands is dominated by the coupling rate and pore—pressure effects of materia1．The soil strength makes the band shrinking，whilst pore pressure diffusion makes the band expand．Numerical simulations were carried out in this paper ·
Subject Area	力学
Language	英语
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/17483
Collection	力学所知识产出(1956-2008)
Recommended Citation GB/T 7714	Lu XB,Wang YH,Cui P. Evolutions of Compaction Bands of Saturated Soils[J]. Journal of Shanghai University (English Edition),2004,8,3,:281-285.
APA	鲁晓兵,王义华,&崔鹏.(2004).Evolutions of Compaction Bands of Saturated Soils.Journal of Shanghai University (English Edition),8(3),281-285.
MLA	鲁晓兵,et al."Evolutions of Compaction Bands of Saturated Soils".Journal of Shanghai University (English Edition) 8.3(2004):281-285.

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