Numerical simulation and experimental investigation of wave-induced response in silty seabed

PAN Dong-zi; WANG Li-zhong; PAN Cun-hong

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Numerical simulation and experimental investigation of wave-induced response in silty seabed

更新时间：2026-06-25

- Numerical simulation and experimental investigation of wave-induced response in silty seabed
- Vol. 29, Issue 10, (2008)
- 作者机构：
  
  1. 浙江省水利河口研究院,杭州,310020
  2. 浙江大学建筑工程学院,杭州,310027
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU411.93
- Online First：03 August 2013，
  
  Published：2008
- 稿件说明：
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PAN Dong-zi, WANG Li-zhong, PAN Cun-hong. Numerical simulation and experimental investigation of wave-induced response in silty seabed[J]. 2008, 29(10).
DOI：

PAN Dong-zi, WANG Li-zhong, PAN Cun-hong. Numerical simulation and experimental investigation of wave-induced response in silty seabed[J]. 2008, 29(10). DOI：

摘要

针对波浪荷载作用下粉质海床的动力响应问题，结合波浪槽模型试验研究的结果，提出了一种粉质海床在波浪作用下超静孔隙水压力增长的数值分析方法。计算结果表明：该方法能较好地拟合试验数据，揭示粉质海床孔隙水压力发展的机理，能运用于海床液化势的评价分析。

Abstract

Aimed at dynamic problem of wave-induced response in silty seabed

and combined with the results of model test in wave flume

numerical analysis method based on wave action is carried out to calculate the increment of excess pore water pressure. Numerical results indicate that the method is in good agreement with those obtained from laboratory test. It can be used to clarify the developmental mechanism of pore pressure in silty seabed

and to evaluate the liquefaction potential of the seabed.

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Related Author

JIANG Hong-yi

CHEN Zhen-hua2

GUO Zhen

WANG Li-zhong

WU Bo

SUN De-an

WANG Xiao-wen

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Related Institution

Reconnaissance and Design Institute, Qiantang River Administration of Zhejiang Province

Department of Civil Engineering, Shanghai University

Shanghai Construction Group Co., Ltd.

State Key Laboratory of Hydroscience and Engineering, Tsinghua University

Institute of Geotechnical Engineering, Tsinghua University

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