Analysis of earthquake induced liquefaction and permanent deformation of Shuiniujia central core rock-fill dam

WANG Ling-ling; HE Yun-long; FEI Wen-ping

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Analysis of earthquake induced liquefaction and permanent deformation of Shuiniujia central core rock-fill dam

更新时间：2026-06-25

- Analysis of earthquake induced liquefaction and permanent deformation of Shuiniujia central core rock-fill dam
- Vol. 25, Issue 1, (2004)
- 作者机构：
  
  1. 河北省建筑设计研究院上海分院,上海,200125
  2. 武汉大学水利水电学院,湖北,武汉,430072
  3. 四川大学水利水电学院,四川,成都,610065
- 作者简介：
- 基金信息：
- DOI：
  CLC： TV641.4
- Online First：15 July 2014，
  
  Published：2004
- 稿件说明：
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WANG Ling-ling, HE Yun-long, FEI Wen-ping. Analysis of earthquake induced liquefaction and permanent deformation of Shuiniujia central core rock-fill dam[J]. 2004, 25(1).
DOI：

WANG Ling-ling, HE Yun-long, FEI Wen-ping. Analysis of earthquake induced liquefaction and permanent deformation of Shuiniujia central core rock-fill dam[J]. 2004, 25(1). DOI：

摘要

对水牛家心墙堆石坝进行了地震永久变形和液化分析，在地震永久变形分析时，采用把求得的应变增量转化为等效结点荷载而按平衡原理分析的方法；在液化问题分析时，采用有效应力法。

Abstract

Earthquake induced liquefaction and permanent deformation of Shuiniujia central core rock-fill dam is analyzed. Permanent deformation is computed by transforming the shearing strain to static load and using the static balance principle. The effective stress method is adopted to analyze the liquefaction problem.

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