Design of anchor piles brace structures for soft soil foundation pits

LI Jun-cai; YUE Ying-feng; MAO Qi-hui; ZHANG Zhi-cheng

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Design of anchor piles brace structures for soft soil foundation pits

更新时间：2026-06-25

- Design of anchor piles brace structures for soft soil foundation pits
- Vol. 29, Issue 9, (2008)
- 作者机构：
  
  1. 南京工业大学土木工程学院,南京,210009
  2. 南京南大岩土工程技术有限公司,南京,210008
  3. 南京城市建设开发（集团）有限责任公司,南京,210017
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU472
- Online First：03 August 2013，
  
  Published：2008
- 稿件说明：
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LI Jun-cai, YUE Ying-feng, MAO Qi-hui, et al. Design of anchor piles brace structures for soft soil foundation pits[J]. 2008, 29(9).
DOI：

LI Jun-cai, YUE Ying-feng, MAO Qi-hui, et al. Design of anchor piles brace structures for soft soil foundation pits[J]. 2008, 29(9). DOI：

摘要

城市建设的高速发展和地下空间的充分利用，促进了深基坑的发展，由此带来了大量的深基坑开挖和支护的岩土工程问题，尤其是软土基坑。在软土基坑中设置锚拉桩，能有效地控制支护结构与土体的变形，同时有利于基坑土方的开挖和主体地下室的施工，显示其十分突出的优势。介绍了锚拉桩支护结构的计算模式，并对相应工程的监测结果进行了分析与比较，取得了较为满意的结果。

Abstract

Speedy development of city buildings and full use of subterranean space have accelerated the development of deep foundation pits; and that have also brought a mass of geotechnical engineering problems

such as soft soil foundation pits. When the anchor piles are adopted for a foundation fit

displacement of the retaining structure and soil can be controlled effectively; and it is propitious to excavation of earth

showing the extrusive active purpose. A kind of calculation models for anchor piles brace structure is described emphatically; and quite satisfied results are obtained via a comparison and analysis of specific monitoring.

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