Analysis of liquefaction-induced landslide due to 
earthquake on gentle submarine slope

FENG Qi-min; SHAO Guang-biao

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Analysis of liquefaction-induced landslide due to earthquake on gentle submarine slope

更新时间：2026-06-25

- Analysis of liquefaction-induced landslide due to earthquake on gentle submarine slope
- Vol. 26, Issue S1期　刊出日, (2005)
- 作者机构：
  
  中国海洋大学工程学院,青岛,266071
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU443
- Online First：15 December 2005，
  
  Published：2005
- 稿件说明：
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FENG Qi-min, SHAO Guang-biao. Analysis of liquefaction-induced landslide due to earthquake on gentle submarine slope[J]. 2005, 26(S1期　刊出日).
DOI：

FENG Qi-min, SHAO Guang-biao. Analysis of liquefaction-induced landslide due to earthquake on gentle submarine slope[J]. 2005, 26(S1期　刊出日). DOI：

摘要

地震可使海底砂质、粉质土层液化并导致上部土层的滑移。基于有效应力有限元动力分析方法和Newmark刚性滑块理论，提出了一种计算海底小坡度（≤5o）土层地震液化引起侧向滑移的简化方法。该方法将波浪荷载简化为海底恒定的上覆压力和初始孔压，忽略了海水粘性对海底土层地震反应的影响，利用改进的Seed孔压模型进行动力分析和液化判别，用Newmark滑块理论计算了土层侧向滑移。通过算例和对比分析，研究了海水深度和土层坡度对侧向滑移的影响，表明该方法的有效性，可为近海工程场地地震地质灾害评价提供参考数据。

Abstract

Landslide was caused by liquefaction in submarine sandy or silty slope due to earthquake. Based on effective stress finite element method and Newmark’s sliding block theory

simplified approach was developed for evaluating lateral slide displacements induced by liquefaction due to earthquake on submerged gentle slope (≤5o). Wave loads were simplified as constant pressure and initial excess pore pressure. Viscosity of seawater was ignored during dynamic analysis. Liquefaction analysis was conducted using improved Seed’s pore pressure model. According to Newmark’s model

accumulated lateral displacements of submerged slope were achieved during earthquake. By examples

effects of slope angle and sea depth were studied and the validity of the new analysis was confirmed. The method can be used to predict earthquake-induced submarine geological damages in offshore engineering fields.

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Related Institution

中国海洋大学工程学院

Department of Civil Enginnering, Zhejiang University

Research Institute of Geotechnical Engineering, Hohai University

Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration

MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University

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