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Title: A 3-D Model for Ocean Waves Over a Columb-Damping Poroelastic Seabed
Author: Lin M(林缅); Jeng DS
Source: Ocean Engineering
Issued Date: 2004
Volume: 31, Issue:5-6, Pages:561-585
Abstract: The evaluation of the wave-induced seabed instability in the vicinity of a breakwater is particularly important for coastal and geotechnical engineers involved in the design of coastal structures. In this paper, an analytical solution for three-dimensional short-crested wave-induced seabed instability in a Coulomb-damping porous seabed is derived. The partial wave reflection and self-weight of breakwater are also considered in the new solution. Based on the analytical solution, we examine (1) the wave-induced soil response at different location; (2) the maximum liquefaction and shear failure depth in coarse and fine sand; (3) the effects of reflection coefficients; and (4) the added stresses due to the self-weight of the breakwater.
Language: 英语
Indexed Type: SCI
Corresponding Author: Jeng, DS (reprint author), Chinese Acad Sci, Inst Mech, Beijing 1008, Peoples R China.
Correspondent Email: djeng@griffith.edu.au ; dsjeng@hotmail.com
DOI: 10.1016/j.oceaneng.2003.10.001
DOC Type: Article
WOS Subject: Engineering, Marine ; Engineering, Civil ; Engineering, Ocean ; Oceanography
WOS Subject Extended: Engineering ; Oceanography
WOS Keyword Plus: SHORT-CRESTED WAVES ; WATER-WAVES ; EFFECTIVE STRESSES ; FINITE THICKNESS ; MASS-TRANSPORT ; BED ; BREAKWATERS ; REFLECTION ; BEHAVIOR ; SCOUR
WOS ID: WOS:000220150500004
ISSN: 0029-8018
Subject: 力学
Citation statistics:
Content Type: 期刊论文
URI: http://dspace.imech.ac.cn/handle/311007/15414
Appears in Collections:力学所知识产出(1956-2008)_期刊论文

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