Mechanism of the wave-induced seabed instability in the vicinity of a breakwater: a review

被引：41

作者：

Jeng, DS ^{[1
]}

机构：

[1] Griffith Univ, Sch Engn, Gold Coast, Qld 9726, Australia

来源：

OCEAN ENGINEERING | 2001年 / 28卷 / 05期

基金：

澳大利亚研究理事会;

关键词：

seabed instability; liquefaction; shear failure; wave; soil response;

D O I：

10.1016/S0029-8018(00)00013-5

中图分类号：

U6 [水路运输]; P75 [海洋工程];

学科分类号：

0814 ; 081505 ; 0824 ; 082401 ;

摘要：

A detailed knowledge of the wave-induced seabed instability is particularly important for engineers involved in the design procedure of many marine structures and offshore installations. In this paper, the basic aspects of such instability will be examined. The current understanding of the mechanism of the wave-seabed interaction phenomenon and available approaches will be reviewed. Based on the framework of simplified analysis, the potential for such instability will be formulated that will help engineers to identify potential unstable sediments in the vicinity of a marine structure. (C) 2000 Elsevier Science Ltd. All rights reserved.

引用

页码：537 / 570

页数：34

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