Finite element analysis for consolidation of soft clay ground considering its rheological behaviors

TANG Bin; CHEN Xiao-ping; ZHANG Wei

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Finite element analysis for consolidation of soft clay ground considering its rheological behaviors

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- Finite element analysis for consolidation of soft clay ground considering its rheological behaviors
- Vol. 25, Issue 4期　刊出日, (2004)
- 作者机构：
  
  1. 武汉科技大学城市建设学院,湖北,武汉,430070
  2. 武汉大学土木与建筑工程学院,湖北,武汉,430072
  3. 暨南大学土木工程系,广东,广州,510632
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU433
- Online First：17 July 2014，
  
  Published：2004
- 稿件说明：
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TANG Bin, CHEN Xiao-ping, ZHANG Wei. Finite element analysis for consolidation of soft clay ground considering its rheological behaviors[J]. 2004, 25(4期　刊出日).
DOI：

TANG Bin, CHEN Xiao-ping, ZHANG Wei. Finite element analysis for consolidation of soft clay ground considering its rheological behaviors[J]. 2004, 25(4期　刊出日). DOI：

摘要

对具有流变性状的软土地基固结特性进行了研究，编制了相应的有限元程序。利用该程序对某高速公路软土地基固结问题进行了计算和分析。通过计算结果与实测结果的对比可得到以下结论：在软土地基的固结变形计算中，考虑流变性状的影响是必要的，其计算值与实测值比较吻合。

Abstract

The rheological behavior of the soft clay foundation was incorporated in the study of consolidation. A corresponding finite element program was developed and was used to simulate the consolidation for an expressway ground as a case study. Some parameters

such as the subsidence

distortion and pore water pressure etc.

were calculated and the values were found close to the measured ones. The results show that the rheological behavior should be taken into consideration in the simulation of the consolidation of soft ground.

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