Study on numerical simulation of composite soil nailed wall

HU Min-yun; PENG Kong-shu; PAN Xiao-dong

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Study on numerical simulation of composite soil nailed wall

更新时间：2026-06-25

- Study on numerical simulation of composite soil nailed wall
- Vol. 29, Issue 8, (2008)
- 作者机构：
  
  1. 浙江工业大学,杭州,310014
  2. 华东勘测设计研究院,杭州,310014
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU443
- Online First：02 August 2013，
  
  Published：2008
- 稿件说明：
移动端阅览
HU Min-yun, PENG Kong-shu, PAN Xiao-dong. Study on numerical simulation of composite soil nailed wall[J]. 2008, 29(8).
DOI：

HU Min-yun, PENG Kong-shu, PAN Xiao-dong. Study on numerical simulation of composite soil nailed wall[J]. 2008, 29(8). DOI：

摘要

针对软土地区复合土钉墙（CSNW）的应用特点及施工方法，采用非线性有限元方法建立简单土钉墙及复合土钉墙受力变形的计算模型。对两种计算模型的土钉轴力分布、超前桩的受力以及土体的位移模式等进行研究，以明确复合土钉支护在加入搅拌桩以后其与简单土钉支护工作性状的差异，为复合土钉支护设计计算方法的改进提供依据。

Abstract

Based on nonlinear finite element method

numerical analysis is carried out to study the working behavior of composite soil-nailed wall(CSNW) in soft soil

including ground deformation and stress distribution in soil nails and leading piles. By comparing with simple soil nailed wall’s simulation

the function of the leading piles in CSNW is analyzed. It is shown that the leading piles in CSNW can significantly help decreasing the displacement of retained soil as well as change the distribution of soil deformation

reducing the tensile force in soil nails

and therefore

increasing the stability of the retained soil.

关键词

Keywords

references

Views

1387

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Analysis of effect of anchor on deformation and force of double-row piles

Study of constitutive model of sand-geogrid interface behavior in geogrid/geotextile reinforced soil

Research status and prospects of constitutive models for municipal solid waste

Mechanical behavior of sandstone and its neural network simulation of constitutive model considering cyclic drying-wetting effect

Research on modified super-loading and sub-loading yield surface model of loess

Related Author

HU He-xiang

SONG Fu-yuan

YOU Xin-hua

MA Qing-song

GUO Heng

WANG Jun

LIN Xu

FU Hong-tao

Related Institution

Technical Center, China State Construction Engineering Corporation Limited

College of Architecture and Civil Engineering, Wenzhou University

Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province Wenzhou University

College of Architecture and Engineering, Lianyungang Technical College

Department of Geotechnical Engineering, Tongji University

AI问答

⁰