Analysis of Wave-Induced Effective Stresses of Seabed

IMECH-IR > 力学所知识产出(1956-2008)

	Analysis of Wave-Induced Effective Stresses of Seabed
	Wu MX(吴梦喜); Lou ZG(楼志刚)
Source Publication	The Ocean Engineering
	2002
Volume	20 Issue:1 Pages:64-68
ISSN	1005-9865
Other Abstract	波浪作用下海床的稳定性分析是海洋工程地质评价的重要内容。海床的稳定性可通过计算分析其随时间变化的有效应力场来评估。建议了一个周期载荷作用下土体的本构模型,并用于计算波浪作用下海床的应力与变形。采用Biot固结理论和有限单元法,分析了海床的动态应力场与孔隙水压力场。波浪作用下两种渗透系数时有效应力的动态变化过程结果对比,反映了渗透消散作用对海床有效应力变化的影响。
Subject Area	力学
Indexed By	其他
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/16220
Collection	力学所知识产出(1956-2008)
Recommended Citation GB/T 7714	Wu MX,Lou ZG. Analysis of Wave-Induced Effective Stresses of Seabed[J]. The Ocean Engineering,2002,20,1,:64-68.
APA	吴梦喜,&楼志刚.(2002).Analysis of Wave-Induced Effective Stresses of Seabed.The Ocean Engineering,20(1),64-68.
MLA	吴梦喜,et al."Analysis of Wave-Induced Effective Stresses of Seabed".The Ocean Engineering 20.1(2002):64-68.

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