Deformation of deep foundation pits due to excavation and dewatering considering the change of void ratio and permeability coefficient with current stress of soil

Yu Shao; Jie Jiang; Shaokun Ma; Hai-bo Lyu; Jianxing He; Junyu Chen

doi:10.11835/j.issn.1674-4764.2015.02.016

您当前的位置：

首页 >

文章列表页 >

Deformation of deep foundation pits due to excavation and dewatering considering the change of void ratio and permeability coefficient with current stress of soil

更新时间：2023-11-25

- Deformation of deep foundation pits due to excavation and dewatering considering the change of void ratio and permeability coefficient with current stress of soil
- Journal of Civil, Architectural & Environmental Engineering Vol. 37, Issue 2, Pages: 92-100(2015)
- 作者机构：
- 作者简介：
- 基金信息：
  
  National Natural Science Foundation of China(51068002);National Natural Science Foundation of China(41362016);The Project Was Funded by Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering(13-KF-02);Sponsored by Shanghai Rising-Star Program(13QB1404300)
- DOI：10.11835/j.issn.1674-4764.2015.02.016
  CLC：
- Received：02 July 2014，
  
  Published：2015-04
- 稿件说明：
移动端阅览
Yu Shao, Jie Jiang, Shaokun Ma, et al. Deformation of deep foundation pits due to excavation and dewatering considering the change of void ratio and permeability coefficient with current stress of soil[J]. Journal of Civil, Architectural & Environmental Engineering, 2015, 37(2): 92-100.
DOI：

Yu Shao, Jie Jiang, Shaokun Ma, et al. Deformation of deep foundation pits due to excavation and dewatering considering the change of void ratio and permeability coefficient with current stress of soil[J]. Journal of Civil, Architectural & Environmental Engineering, 2015, 37(2): 92-100. DOI： 10.11835/j.issn.1674-4764.2015.02.016.

摘要

Abstract

关键词

Keywords

references

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Calculation method of deep foundation pit water injection and underwater excavation design

Evolution characteristics and prediction model on suffusion of silty-sand subjected to seepage

One dimensional consolidation calculation considering the change of permeability coefficient with time and the influence of consolidation state

Experimental study on permeability characteristics of hydraulic reclamation calcareous clay in coral reef island

Mesoscopic pore structure of soft soil during electro-osmosis

Related Author

ZOU Zhiyan

LIU Shenglin

ZHANG Yibo

FU Xudong

MING Zexin

CHEN Yong

LONG Haipeng

XIA Zhenyao

Related Institution

School of Civil Engineering, Wuhan University

CCCC Second Public Bureau First Engineering Co

Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, China Three Gorges University

College of Civil Engineering, Zhejiang University of Technology

Jiangsu Water Source Company Ltd. of the Eastern Route of the South-to-North Water Diversion Project

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