The nonlinear analysis of diaphragm wall in earth dam

YANG Ling-qiang; WU Jia-qing; QIN Bing

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The nonlinear analysis of diaphragm wall in earth dam

更新时间：2026-06-25

- The nonlinear analysis of diaphragm wall in earth dam
- Vol. 28, Issue S1, (2007)
- 作者机构：
  
  1. 济南大学土木建筑学院,济南,250022
  2. 山东省水利厅,济南,250013
  3. 山东水利设计院,济南,250013
- 作者简介：
- 基金信息：
- DOI：
  CLC： TV641
- Online First：28 March 2014，
  
  Published：2007
- 稿件说明：
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YANG Ling-qiang, WU Jia-qing, QIN Bing. The nonlinear analysis of diaphragm wall in earth dam[J]. 2007, 28(S1).
DOI：

YANG Ling-qiang, WU Jia-qing, QIN Bing. The nonlinear analysis of diaphragm wall in earth dam[J]. 2007, 28(S1). DOI：

摘要

采用Duncan-Chang E-B模型描述土的非线性特性，接触单元模拟防渗墙和土石坝之间的相互作用，利用非线性有限元程序计算了土石坝和防渗墙的应力和变形。结果表明：坝体应力状态和变形性质主要取决于坝体断面设计形式，防渗墙在一定范围内起作用；防渗墙材料不同对坝体应力与变形的影响主要由材料的刚度决定，刚性防渗墙对垂直沉降的制约作用明显；柔性防渗墙适应变形的能力强，但对位移的影响较大。对坝体稳定，刚性防渗墙的垂直变形是主要控制因素，关键部位在墙的底部；柔性防渗墙的水平位移是主要控制因素，关键部位在坝体的中下部。

Abstract

Contact element is used to simulate the nonlinear behavior of interaction of diaphragm wall and base. Duncan-Chang E-B criterion is used as constitutions relation of base and dam to represent nonlinear and inelastic characteristics. FEM is used to calculate the stress and deform ation of dam

base and diaphragm wall. The result shows that the stress and strain of dam depend on the selection of dam. The characteristic of diaphragm wall also affects the stress and strain of dam in some regions. The stiffness of diaphragm wall is a key factor in the stress and strain in dam and diaphragm wall. If the stiffness of wall is large

the vertical displace is affected obviously. And the danger location is at the bottom of the diaphragm wall. Besides

the ability of adapting to deformation is high. But the displacement is large. The danger location is at the bottom of dam.

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