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隧道建设 >

2009 , Vol. 29 >Issue 3: 301 - 304,309

DOI: https://doi.org/B

规划与设计

砂层地带盾构井端头加固计算与应用

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  • 1. 广州地铁设计研究院有限公司2. 中铁三局广佛线4标项目部
刘胜利(1977—)|男|安徽桐城人|2004年毕业于中南大学桥梁与隧道工程专业|工学硕士|工程师|主要从事地铁结构设计与项目的管理。

收稿日期: 2009-05-06

  修回日期: 2009-06-13

  网络出版日期: 2009-09-08

Calculation and Application of Reinforcement of Ground near
Shield Launching/arriving Shaft in Sand Strata

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  • 1. Design and Research Institute of Guangzhou Metro Corporation2. Project Management Department of Bid 4 Section of GuangzhouFoshan Metro Line,
    China Railway 3rd Bureau Group Co., Ltd

Received date: 2009-05-06

  Revised date: 2009-06-13

  Online published: 2009-09-08

摘要

 针对广州地区地铁盾构施工端头井加固现状,介绍砂土地层盾构端头加固的主要方法和基本要求、加固体强度和稳定性的验算模式,结合某具体工程的地层条件,对加固效果进行了核算。

本文引用格式

刘胜利, 麦家儿, 游杰 . 砂层地带盾构井端头加固计算与应用[J]. 隧道建设, 2009 , 29(3) : 301 -304,309 . DOI: B

Abstract

On basis of the reinforcement situation of the shield launching/arriving shafts of Metro works in Guangzhou region, the authors presents the major methods and basic requirements of the reinforcement of the shield launching/arriving shafts located in sandy soil ground, as well as the validation modes for the strength and stability of the reinforced ground. Taking the geological conditions of a project as an example, the authors make a checking of the reinforcement effect.

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