Study on distributing rule of additional force of compressible shaft wall in hydrophobic settlement stratum

被引：0

作者：

Cheng, Hua ^{[1
,2
]}

Su, Jun ^{[3
]}

Yao, Zhi-Shu ^{[1
]}

机构：

[1] Department of Civil Engineering, Anhui University of Science and Technology, Huainan 232001, China

[2] Department of Civil Engineering, Anhui Institute of Architecture and Industry, Hefei 231000, China

[3] Hubei Institute of Industry, Wuhan 231000, China

来源：

Yantu Lixue/Rock and Soil Mechanics | 2007年 / 28卷 / 03期

关键词：

Loads (forces) - Numerical analysis - Optimization - Settlement of structures - Stress analysis - Wells;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

The distributing rule of additional forces of compressible shaft wall is given by numerical analysis and model test. It is shown that the compressible shaft wall can reduce the additional force and the section axial stress of shaft wall effectively; Compared to the single compressible tie-in, two compressible tie-ins setting is more effective. The setting optimization principle of compressible tie-in is brought forward; and it has important guidance meaning to design compressible shaft wall reasonably.

引用

页码：471 / 475