Analysis of deformation of geocell reinforced mat under plane strain condition

ZHANG Fu-hai; YU Zhong-quan

doi:10.16285/j.rsm.2005.s1.057

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Analysis of deformation of geocell reinforced mat under plane strain condition

更新时间：2026-06-25

- Analysis of deformation of geocell reinforced mat under plane strain condition
- Issue S1, Pages: 241-243(2005)
- 作者机构：
  
  1. 河海大学岩土工程研究所
  2. 河海大学岩土工程研究所,南京,210098
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2005.s1.057
  CLC： TU433
- Published：2005
- 稿件说明：
移动端阅览
[1]张福海,俞仲泉.平面应变条件下土工格室加筋垫层的变形分析[J].岩土力学,2005(S1):241-243.

ZHANG Fu-hai, YU Zhong-quan. Analysis of deformation of geocell reinforced mat under plane strain condition[J]. 2005, (S1): 241-243.
[1]张福海,俞仲泉.平面应变条件下土工格室加筋垫层的变形分析[J].岩土力学,2005(S1):241-243. DOI： 10.16285/j.rsm.2005.s1.057.

ZHANG Fu-hai, YU Zhong-quan. Analysis of deformation of geocell reinforced mat under plane strain condition[J]. 2005, (S1): 241-243. DOI： 10.16285/j.rsm.2005.s1.057.

摘要

将铺设在软土地基上的土工格室加筋垫层看作具有一定刚度的梁板。地基上梁板的变形计算一般以弹理论的文克尔假定为基础。针对文克尔假定中不考虑水平抗力影响的问题

提出了考虑水平抗力的双参数法

并以该法应用于土工格室加筋垫层工法的变形分析。

Abstract

The geocell reinforced mat on soft clay foundation can be simplified to be a kind of elastic board. Generally

the deformation problem of the board on elastic foundations can be calculated on Winkler’s hypothesis. Here

the horizontal resistance is not considered. A biparametric model is put forward to calculate the deformation of the board considering the effect of horizontal resistance. And this model is put to use in practice.

关键词

Keywords

references

Views

316

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Analysis of deformation of geocell reinforced mat under plane strain condition

Numerical simulation for unsaturated road-embankment deformation and slope stability under rainfall infiltration

The effect of structure plane in rock mass under tri-axial stress condition

Analysis of influence of passing through shield tunnel on flood wall for Suzhou River

Analysis of stability & deformation and destruction mode of road embankment built aside dam

Related Author

ZHANG Fu-hai

YU Zhong-quan

WANG Xie-qun

ZHANG You-xiang

ZOU Wei-lie

XIONG Hai-fan

LIU Zi-you

JIANG Xue-liang

Related Institution

School of Civil Engineering and Architecture, Wuhan University of Technology

Beijing Geotechnical Institute Engineering Consultang Limited

School of Civil and Architectural Engineering, Wuhan University

Hubei Key Laboratory of Security of Geotechnical and Structural Engineering, Wuhan University

School of Civil Engineering, Hunan University of City

AI问答

⁰