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

HU He-xiang; SONG Fu-yuan; YOU Xin-hua; MA Qing-song; GUO Heng

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

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

更新时间：2026-06-25

- Analysis of effect of anchor on deformation and force of double-row piles
- Vol. 35, Issue S2, (2014)
- 作者机构：
  
  中国建筑股份有限公司技术中心,北京,101300
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473
- Online First：12 November 2014，
  
  Published：2014
- 稿件说明：
移动端阅览
HU He-xiang, SONG Fu-yuan, YOU Xin-hua, et al. Analysis of effect of anchor on deformation and force of double-row piles[J]. 2014, 35(S2).
DOI：

HU He-xiang, SONG Fu-yuan, YOU Xin-hua, et al. Analysis of effect of anchor on deformation and force of double-row piles[J]. 2014, 35(S2). DOI：

摘要

采用适用于敏感环境下基坑数值分析的硬化类弹塑性本构模型，针对锚杆对双排桩变形和受力的影响进行数值模拟。分析表明：锚固角度的增加能有效减小双排桩的最大水平位移和后排桩的桩身控制弯矩，但减小幅度随锚固角度增大而减小；在实际设计中，在周边环境允许的条件下，应尽可能增加锚杆与后排桩的夹角。锚固力的增加对双排桩结构的变形控制作用明显，能显著降低桩身最大水平位移，减小幅度也随锚固力的增加而减小；锚固力较大时会增大桩的控制弯矩，使桩的截面或配筋增加；在实际设计中，锚固力不应过大，可随信息化施工对基坑变形进行主动控制。

Abstract

Using the strain hardening elastoplastic constitutive model which is suitable for numerical analysis of deep excavations in close proximity to sensitive properties

the effect of the anchor on deformation and force of double-row piles is discussed. Increasing the anchorage angles can effectively reduce not only the maximum horizontal displacement of double-row piles but also the bending moments of the back row piles. Increasing the anchorage forces can only effectively reduce the maximum horizontal displacement of double-row piles. The bending moments increase when the anchorage force is larger. In the actual design

we should choose the possible larger angle between anchor and the back row piles and actively control the anchorage forces along with the monitoring.

关键词

Keywords

references

Views

1519

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Reflections on numerical analysis of geotechnical engineering

Selection of soil constitutive models for numerical analysis of deep excavations in close proximity to sensitive properties

Centrifuge modeling and numerical analysis of the settlement of an artificial island

Calculation method of sliding surface stress based on segmented sliding surface stress measurement system

Relationship between particle micro and macro mechanical parameters of parallel-bond model

Related Author

GONG Xiao-nan

XU Zhong-hua

WANG Wei-dong

LI Gang

ZHANG Jin-li

YANG Qing

JIANG Ming-jing

XU Guang-ming

Related Institution

Institute of Geotechnical Engineering, Zhejiang University

Department of Underground Structure & Geotechnical Engineering, East China Architectural Design & Research Institute Co., Ltd.

Institute of Geotechnical Engineering, School of Civil Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology

State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology

Department of Geotechnical Engineering, Tongji University

AI问答

⁰