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隧道建设 >

2006 , Vol. 26 >Issue 6: 56 - 58,61

DOI: https://doi.org/B

施工技术

富水砂质粉土地层基坑围护结构施工技术

  • 董天乐 ,
  • 朱亮来
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  • 1. 杭州市钱江新城指挥部2. 中铁隧道集团有限公司华东指挥部
董天乐(1969-), 男|浙江宁波人, 毕业于浙江大学|主要从事工程施工管理。

收稿日期: 2006-08-18

  修回日期: 2006-11-02

  网络出版日期: 2009-12-11

Construction Technology for Retaining Structures of
Foundation Pits in Waterrich Sandy Silt Ground

  • DONG Tian-Le ,
  • SHU Liang-Lai
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  • 1. Qianjiang Xincheng Headquarters of Hangzhou City2. East China Headquarters of China Railway Tunnel Group Co., Ltd

Received date: 2006-08-18

  Revised date: 2006-11-02

  Online published: 2009-12-11

摘要

 基坑围护结构是基坑安全稳定的最基本保障,杭州解放路延伸线新城隧道基坑开挖深度大、地下水位高、地质差,围护结构施工难度大。结合工程实际,分析介绍了基坑施工过程中围护结构的施工技术及辅助性措施。

本文引用格式

董天乐 , 朱亮来 . 富水砂质粉土地层基坑围护结构施工技术[J]. 隧道建设, 2006 , 26(6) : 56 -58,61 . DOI: B

Abstract

Retaining structure is one of the most fundamental measures to guarantee the safety and stability of the foundation pits. Due to the great excavation depth, high ground water level and poor geological conditions of the foundation pits of Xincheng tunnel on the extension line of Jiefang Road in Hangzhou, there exist great difficulties in the construction of the foundation pits. Taking the construction of the foundation pits of Xincheng tunnel on the extension line of Jiefang Road in Hangzhou as example, the paper presents the retaining structure construction technology and the assistance measures adopted in the construction of the foundation pits.

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