›› 2019, Vol. 33 ›› Issue (4): 428-432.

• 工程实录 • 上一篇    下一篇

近接地铁隧道深基坑工程的设计与实践

李亮辉   

  1. (深圳市勘察测绘院(集团)有限公司,广东深圳 518000)
  • 收稿日期:2019-06-13 修回日期:2019-06-18 出版日期:2019-08-20 发布日期:2019-08-16
  • 作者简介:李亮辉(1979-),男,高级工程师,工学硕士,研究方向为岩土工程设计与施工。

Design and Construction of a Deep Excavation Adjacent to the Subway Tunnel

LI Lianghui   

  1. (Shenzhen Geotechnical Investigation & Surveying Institute Group Co. Ltd., Shenzhen 518000)
  • Received:2019-06-13 Revised:2019-06-18 Online:2019-08-20 Published:2019-08-16

摘要: 随着城市轨道交通的快速发展,城市核心区的深基坑工程大多紧邻正在运营的地铁区间隧道,深基坑开挖必须满足临近地铁区间隧道严格的变形保护要求,确保地铁的安全运营,基坑支护设计由强度控制转变为变形控制。结合深圳中心区紧邻地铁区间隧道深基坑工程实践,介绍了基坑设计、施工和全过程监测,运用数值分析方法对基坑开挖进行模拟计算,分析了开挖过程基坑变形情况及其对地铁的影响。对监测结果和计算结果进行对比分析,总结了该类型基坑的设计分析方法和施工措施,给类似深基坑工程提供参考。

关键词: 地铁区间隧道, 深基坑工程, 变形控制, 数值分析, 监测

Abstract: With the rapid development of urban rail transit, the deep excavations are usually adjacent to the active subway tunnels in the central urban area, the restrictive deformation demands opposed on these active rail tunnels must be met by the excavation activities to ensure the safety operation of the subway. Because of this high requirement on the deflection of supporting structures, the designing of excavation supporting structures is controlled by deformation not by strength. Combined with the practice of the deep excavation adjacent to a subway tunnel in Shenzhen central area, the design, construction and monitoring throughout the entire construction process are introduced, the construction of the deep excavation is simulated by the numerical simulation method. The deformation of excavation and its impact on the subway is also analyzed. The results of monitoring and analysis are compared and evaluated. The design analysis method and construction measures are further summarized, which provide valuable references for similar projects.

Key words: regional subway tunnel, deep excavation, deformation control, numerical analysis, construction monitoring