EXPERIMENT AND ANALYSIS OF SOIL FRICTION IN RESISTANCE FOR ANCHORED BAR

吴桂英; 王引仓; 梁为民; 王显耀; 朱健

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EXPERIMENT AND ANALYSIS OF SOIL FRICTION IN RESISTANCE FOR ANCHORED BAR

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- EXPERIMENT AND ANALYSIS OF SOIL FRICTION IN RESISTANCE FOR ANCHORED BAR
- 锚拉结构抗拔力中土对锚拉杆摩阻力的研究
- Issue 2, (1997)
- 作者机构：
  
  1. 铁道部第十二工程局
  2. 太原工业大学
- 作者简介：
- 基金信息：
- DOI：
  CLC：
- Published：1997
- 稿件说明：
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吴桂英, 王引仓, 梁为民, et al. EXPERIMENT AND ANALYSIS OF SOIL FRICTION IN RESISTANCE FOR ANCHORED BAR[J]. 1997, (2).
DOI：

吴桂英, 王引仓, 梁为民, et al. EXPERIMENT AND ANALYSIS OF SOIL FRICTION IN RESISTANCE FOR ANCHORED BAR[J]. 1997, (2). DOI：

摘要

本文针对太原市重点建设项目小店汾河大桥工程实际需要，首次实测了土对锚拉杆的摩阻力随时间及沿杆长的变化规律，得到了一些重要结论，对工程设计与施工具有重要指导意义．

Abstract

In this paper

due to the engineering necessity of the principal construction item of Taiyuan Bridge on the Fen river in Xiaodian

the varying rules of soil friction along bar length with respect to time are measured for the first time. Some important conclusions are obtained. This job will cause important and valued meaning to engineering design and processing.

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