Foundation pit supporting design and supervision of Xiaoguweidao metro station in Guangzhou

AN Guan-feng; SONG Er-xiang; GAO Jun-yue

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Foundation pit supporting design and supervision of Xiaoguweidao metro station in Guangzhou

更新时间：2026-06-25

- Foundation pit supporting design and supervision of Xiaoguweidao metro station in Guangzhou
- Vol. 27, Issue 2, (2006)
- 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
- Online First：25 October 2013，
  
  Published：2006
- 稿件说明：
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AN Guan-feng, SONG Er-xiang, GAO Jun-yue. Foundation pit supporting design and supervision of Xiaoguweidao metro station in Guangzhou[J]. 2006, 27(2).
DOI：

AN Guan-feng, SONG Er-xiang, GAO Jun-yue. Foundation pit supporting design and supervision of Xiaoguweidao metro station in Guangzhou[J]. 2006, 27(2). DOI：

摘要

依据地质条件与地形特点，对广州市小谷围岛地铁站基坑采用放坡土钉墙支护，部分地段采用超前钢管加强支护，盾构吊出井、调头井段采用钻孔灌注桩加内支撑支护方案。采用理正软件对不同设计剖面进行了理论计算分析。分析结果表明基坑安全可靠。依据有关规范制定了基坑施工监测方案，针对基坑工程施工监测结果进行了分析，可供同类工程借鉴。

Abstract

The wholesome soil nail wall is designed for the Xiaoguweidao metro station while part foundation segment is reinforced with steel pipe. Furthermore

the design of bored cast-in-place pile with prestressed interior support is taken for the shield work station and turning-back station. The theoretical calculation of foundation design is carried out with Lizheng software

the results prove that the foundation is safe. The supervision design is put forward in order to guarantee the foundation safety; supervised results. are analyzed It is obvious that the experience is worth for reference in the similar case.

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