土工基础 ›› 2021, Vol. 35 ›› Issue (3): 319-322.

• 工程实录 • 上一篇    下一篇

城市地铁新建隧道下穿先建隧道施工安全评估

胡 敏   

  1. (中铁第四勘察设计院集团有限公司,昆明 650200)
  • 收稿日期:2021-04-19 修回日期:2021-05-08 出版日期:2021-06-25 发布日期:2021-06-25
  • 作者简介:胡敏(1981-),男,硕士,工程师,研究方向为勘察设计及工程总承包管理。

Construction Safety Assessment on A New Urban Subway Tunnel Under-Passing An Existing Tunnel

HU Min   

  1. (China Railway Siyuan Survey and Design Group Co. Ltd., Kunming 650200)
  • Received:2021-04-19 Revised:2021-05-08 Online:2021-06-25 Published:2021-06-25

摘要: 以某地铁A号线区间隧道下穿B号线火车区间为例,通过现场试验,对施工过程中存在的地质问题进行分析,描述了施工的工程概况、地质潜在风险,并进行安全评估,提出B号线地面的加固典型断面方案。研究表明,工程影响深度范围内场地地下水主要有上层滞水、承压水;在施工过程中,忽略断裂带及砂土液化,但应控制浅层有毒气体的释放速度和释放气量。

关键词: 加固, 砂土液化, 有毒气体, 断裂带

Abstract: This paper presents a case history of the Line A section tunnel of an urban subway passing through the existing Line B train section. Throughout the field tests, the geological problems existing in the construction process are analyzed, and the engineering overview and potential geological risks of the construction are discussed. The safety assessment is performed at Line B. Reinforcement of the typical section plan is also presented. Results shows that in this project, the groundwater within the depth of impact of the project mainly consists of upper perched water and confined water; during the construction process, the fracture zone and sand liquefaction are ignored, but the release rate and volume of shallow toxic gas should be controlled.

Key words: Reinforcement, Sand Liquefaction, Toxic Gas, Fracture Zone

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