Research on decoupling conditions for elastoplastic consolidation with numerical modeling method

CHENG Tao; WANG Jing-tao; YAN Ke-qin

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Research on decoupling conditions for elastoplastic consolidation with numerical modeling method

更新时间：2026-06-25

- Research on decoupling conditions for elastoplastic consolidation with numerical modeling method
- Vol. 28, Issue 3, (2007)
- 作者机构：
  
  华中科技大学土木工程与力学学院，武汉 430074 2.黄石理工学院土木建筑系,湖北,黄石,435003
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU433
- Online First：28 August 2013，
  
  Published：2007
- 稿件说明：
移动端阅览
CHENG Tao, WANG Jing-tao, YAN Ke-qin. Research on decoupling conditions for elastoplastic consolidation with numerical modeling method[J]. 2007, 28(3).
DOI：

CHENG Tao, WANG Jing-tao, YAN Ke-qin. Research on decoupling conditions for elastoplastic consolidation with numerical modeling method[J]. 2007, 28(3). DOI：

摘要

研究了弹塑性固结问题的解耦方法。首先，在数值建模方法下得出土的弹塑性本构关系，推导了两类问题下的应力-应变关系统一矩阵式，并将数值建模方法与Biot固结理论相结合，建立了基于此本构关系的固结问题控制方程的增量形式。考虑应力路径的影响，讨论了此类液-固耦合问题的解耦条件，导出了在该条件下的扩散方程和非耦合控制方程，并编制有限元程序计算了两个典型算例，通过对比分析表明，该方法简单合理，能考虑剪胀性对固结规律的影响。

Abstract

A decoupled method for elastoplastic consolidation is investigated. Firstly

an elastoplastic constitutive model is constructed based on numerical modeling method. Moreover

the uniform matrix expression of the model for axisymmetric and plane strain problems is deduced. The model is applied to Biot consolidation theory. Then the incremental governing partial differential equations are established by using this method. According to stress paths

the decoupled conditions of these equations are discussed. Based on that

a diffusion equation and uncoupling governing equations are presented. Moreover

the method is applied to numerical analyses of two examples. It was indicated that this method is reasonable

and can reflect the effect of dilatation.

关键词

Keywords

references

Views

1438

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Study of numerical model for triaxial compression test on clay under different consolidation conditions

Analysis on deformation mechanism of soft soil reinforcement by vacuum preloading

Analysis of elastic-plastic deformation of surrounding rock mass throughout the whole operation process of the compressed air energy storage caverns

Deformation characteristics of loess under different stress paths and development of a four-modulus nonlinear model

Large-scale true triaxial experimental study on the stress path dependence of mechanical properties of coarse-grained material

Related Author

CHENG Tao

YAN Ke-qin

WANG Jing-tao

HU Li-wen

LIU ZHI-jun

ZHANG Guo-hua

XIANG Yue

ZHANG Shi-shu

Related Institution

Department of Civil Engineering, Huangshi Institute of Technology

College of Civil Engineering.& Mechanics, Huangzhong Univ. of Science & Technology

CCCC Fourth Harbor Engineering Institute Co., Ltd.

Guangzhou Harbor Engineering Quality Examnation Co., Ltd., Guanzhou

State Key Laboratory of Deep Geothermal Resources, School of Sustainable Energy, China University of Geosciences

AI问答

⁰