Numerical analysis of soil arching effects in passive piles

ZHANG Jian-xun; CHEN Fu-quan; JIAN Hong-yu

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Numerical analysis of soil arching effects in passive piles

更新时间：2026-06-25

- Numerical analysis of soil arching effects in passive piles
- Vol. 25, Issue 2, (2004)
- 作者机构：
  
  福建工程学院土木工程系,福建,福州,350007
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473
- Online First：15 July 2014，
  
  Published：2004
- 稿件说明：
移动端阅览
ZHANG Jian-xun, CHEN Fu-quan, JIAN Hong-yu. Numerical analysis of soil arching effects in passive piles[J]. 2004, 25(2).
DOI：

ZHANG Jian-xun, CHEN Fu-quan, JIAN Hong-yu. Numerical analysis of soil arching effects in passive piles[J]. 2004, 25(2). DOI：

摘要

被动桩对侧向位移的土层起到遮拦作用的机理主要是土拱效应。采用有限元软件Plaxis 8.1，详细地研究了被动桩中土拱效应的产生机理，分析了导致侧向位移的荷载大小、土体性质、群桩以及桩土接触面性质等影响因素对土拱效应性态和桩土应力分担比的影响，分析表明，桩间距是影响土拱效应的最主要因素。

Abstract

It has been well recognized for a long time that one of major mechanisms for stabilizing soil due to lateral movements by passive piles is soil arching effect

which is a phenomenon of transfer of stresses from a yielding mass of soil onto the adjoining stationary part of soil. The finite element analysis software package

Plaxis 8.1

is used to study soil arching effects in passive piles and the effects of factors on the behavior of soil arching effect such as soil properties

piles spacing ratio

interface of soil-pile and piles arrangement are discussed in detail. It is shown that the ratio of pile spacing to pile diameter is the most important factor affecting soil arching effect.

关键词

Keywords

references

Views

1693

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Numerical analysis of soil arching effects in displaced passive piles considering lateral soil movements

Aanalysis of coupling effect of new surrounding pile-soil anti-slide structure

Study of development of soil arching effect in piled embankment

Numerical analysis of slab underpinning construction in development of underground space

Numerical analysis of settlement difference for pile foundation underpinning for constructing underground space

Related Author

CHEN Fu-quan

HOU Yong-feng

LIU Yu-chuan

ZHENG Ming-xin、 KONG Xiang-ying、 LIU Wei-hong、

FEI Kang

CHEN Yi

WANG Jun-jun

JIA Qiang

Related Institution

School of Civil Engineering, Fuzhou University

School of Civil Engineering & Architecture, Beijing Jiaotong University

Institute of Bridge & Road and Geotechnical Engineering, East China Jiaotong University

Institute of Geotechnical Engineering, Yangzhou University

Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University

AI问答

⁰