饱和软土地基弹塑性固结沉降研究

您当前的位置：

首页 >

文章列表页 >

饱和软土地基弹塑性固结沉降研究

更新时间：2023-11-28

- 饱和软土地基弹塑性固结沉降研究
- Journal of Civil and Environmental Engineering Vol. 27, Issue 3, Pages: 51-55(2005)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.11835/j.issn.1674-4764.2005.03.020
  CLC：
- Published：2005
- 稿件说明：
移动端阅览
[J]. Journal of Civil and Environmental Engineering, 2005, 27(3): 51-55.
DOI：

[J]. Journal of Civil and Environmental Engineering, 2005, 27(3): 51-55. DOI： 10.11835/j.issn.1674-4764.2005.03.020.

摘要

软粘土孔隙比大、渗透率低、压缩性和含水量高，这种特性决定了它的变形沉降受到包括应力历史、应力路径、固结压力、软土特性等诸多因素的影响。本文引入基于混合物理论的两相多孔介质理论描述饱和软土的弹塑性固结沉降过程。该理论具有理论推理严密和数学论证严谨的特点，能够充分考虑固结过程中的水土耦合作用。

Abstract

关键词

Keywords

references

0

Views

8

下载量

0

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Related Articles

No data

Related Author

No data

Related Institution

No data

AI问答

Address：Journals Department, Chongqing University, 174 Shazhengjie, Chongqing 400044, P.R.China Postal code：400044
Tel：+86-23-65111322 Email：xuebao@cqu.edu.cn
Technical support is provided by Beijing Founder electronics co., LTD 京ICP备09064830号-19 京公网安备11010802024621
It is recommended to read the content of this site in Chrome&IE9+. Please switch to extreme mode in browser 360.
Cookies We use cookies to help provide and enhance our service and tailor content. By continuing, you agree to the use of cookies.

⁰