Analysis of interaction of prestressed anchor rope foundation beam and foundation

HE Si-ming; YANG Xue-lian; ZHOU Yong-jiang

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Analysis of interaction of prestressed anchor rope foundation beam and foundation

更新时间：2026-06-25

- Analysis of interaction of prestressed anchor rope foundation beam and foundation
- Vol. 27, Issue 1, (2006)
- 作者机构：
  
  1. 中国科学院成都山地灾害与环境研究所,成都,610041
  2. 四川省交通厅公路规划勘察设计研究院,成都,610000
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU470
- Online First：31 October 2013，
  
  Published：2006
- 稿件说明：
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HE Si-ming, YANG Xue-lian, ZHOU Yong-jiang. Analysis of interaction of prestressed anchor rope foundation beam and foundation[J]. 2006, 27(1).
DOI：

HE Si-ming, YANG Xue-lian, ZHOU Yong-jiang. Analysis of interaction of prestressed anchor rope foundation beam and foundation[J]. 2006, 27(1). DOI：

摘要

针对现阶段预应力锚索地梁与地基共同作用机理研究方面存在的问题，以预应力锚索地梁和地基岩土体之间荷载、变形协调关系为基础，通过对预应力锚索地梁体系的分解和离散化处理，建立了能考虑预应力锚索地梁体系共同作用的预应力锚索地梁计算理论和方法。通过与实测资料的比较，表明本文理论有较高的计算精度。

Abstract

In light of the existing problem in researching the mechanism of prestressed anchor rope foundation beam system

and based on the loading and deformation compatibility relation of foundation and foundation beam of prestressed anchor rope foundation beam system

through decomposition and discretization of prestressed anchor rope foundation beam system

a new theoretical calculation method that can consider the interaction of prestressed anchor rope foundation beam system

is proposed. A case comparative calculation with testing data shows that the proposed method is feasible.

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