A semi-analytical solution for random wave-induced soil response and seabed liquefaction in marine sediments

被引：47

作者：

Liu, Haijiang ^{[1
]}

Jeng, Dong-Sheng ^{[1
]}

机构：

[1] Univ Sydney, Sch Civil Engn, Sydney, NSW 2006, Australia

来源：

OCEAN ENGINEERING | 2007年 / 34卷 / 8-9期

关键词：

soil response; seabed liquefaction; pore pressure; random waves;

D O I：

10.1016/j.oceaneng.2006.07.004

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：

In this study, unlike most previous investigations for wave-induced soil response, a simple semi-analytical model for the random wave-induced soil response is established for an unsaturated seabed of finite thickness. Two different wave spectra, the B-M and JONSWAP spectra, are considered in the new model. The influence of random wave loading on the soil response is investigated by comparing with the corresponding representative regular wave results through a parametric study, which includes the effect of the degree of saturation, soil permeability, wave height, wave period and seabed thickness. The maximum liquefaction depth under the random waves is also examined. The difference on the soil response under the two random wave types, B-M and JONSWAP frequency spectra, is also discussed in the present work. (c) 2006 Elsevier Ltd. All rights reserved.

引用

页码：1211 / 1224

页数：14

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