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隧道建设 >

2006 , Vol. 26 >Issue 4: 61 - 63,67

DOI: https://doi.org/B

施工技术

饱和粉细砂土基坑开挖支护技术

  • 刘坤鹏 ,
  • 管泽英
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  • 中铁隧道集团
刘坤鹏(1967-)|男| 1989年毕业于石家庄铁道学院|大学本科|高级工程师,现从事隧道与地下工程的施工管理工作。

收稿日期: 2006-03-24

  修回日期: 2006-06-06

  网络出版日期: 2010-04-21

Excavation and Reinforcement Technology for Foundation
Pits in Saturated Fine Silt Sands

  • LIU Kun-Feng ,
  • GUAN Ze-Yang
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  • China Railway Tunnel Group

Received date: 2006-03-24

  Revised date: 2006-06-06

  Online published: 2010-04-21

摘要

饱和粉细砂地层施工中易产生流沙、管涌等现象,并且有高灵敏度、触变特性,在动力作用下,极易造成土体破坏,所以若施工不当,极易造成沉降过大或塌方现象,主要介绍了杭州市解放路饱和粉细砂层基坑开挖和支护技术。

关键词: 基坑  ; 开挖  ; 支护

本文引用格式

刘坤鹏 , 管泽英 . 饱和粉细砂土基坑开挖支护技术[J]. 隧道建设, 2006 , 26(4) : 61 -63,67 . DOI: B

Abstract

Sand flowing and piping are prone to occur when construction is performed in ground consisting of saturated fine silt sands. Furthermore, due to the high sensitivity and thixotropy of the ground, ground failure is prone to occur under dynamic actions. In such ground, serious subsidence or collapse will occur if improper construction activities are performed. The article presents the excavation and reinforcement technology adopted for the foundation pit of Jiefang Road Project in Hangzhou, which is situated in saturated fine silt sands.

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