Analysis and information construction of foundation pit for Shipaiqiao subway station in Guangzhou

AN Guan-feng; GAO Jun-yue

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Analysis and information construction of foundation pit for Shipaiqiao subway station in Guangzhou

更新时间：2026-06-25

- Analysis and information construction of foundation pit for Shipaiqiao subway station in Guangzhou
- Vol. 26, Issue 11, (2005)
- 作者机构：
  
  1. 清华大学土木系,北京,100084
  2. 广州市建筑集团有限公司,广州,510030
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473.2
- Online First：03 January 2014，
  
  Published：2005
- 稿件说明：
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AN Guan-feng, GAO Jun-yue. Analysis and information construction of foundation pit for Shipaiqiao subway station in Guangzhou[J]. 2005, 26(11).
DOI：

AN Guan-feng, GAO Jun-yue. Analysis and information construction of foundation pit for Shipaiqiao subway station in Guangzhou[J]. 2005, 26(11). DOI：

摘要

广州市石牌桥地铁车站主体基坑维护结构采用密排人工挖孔桩，通过优化计算分析确定桩间距为2.0 m的疏排人工挖孔桩加内支撑方案。但是，该基坑处于广州市繁华地段，基坑周边环境复杂，针对该基坑布置详细的监测方案，较全面的获得有关数据，并确保了基坑的安全施工。

Abstract

The continuous cut-cast pile is adopted for the foundation pit of Shipaiqiao Subway Station in Guangzhou city. The optimal calculation has been made for the sparse piles with 2.0 m distance between the neighboring piles of ? 1 200 mm while the foundation safety is guaranteed. The monitoring design is brought out in detail in order to guarantee foundation safety on account of complex environment around the foundation; the comprehensive data are gotten and used for construction.

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