土工基础 ›› 2023, Vol. 37 ›› Issue (6): 871-876.

• 工程实录 • 上一篇    下一篇

某深基坑对邻近地铁隧道及车站的影响分析

李 维   

  1. (江苏华晟建筑设计有限公司,江苏徐州 221006)
  • 收稿日期:2023-01-06 修回日期:2023-01-11 出版日期:2023-12-31 发布日期:2024-02-07
  • 作者简介:李维(1984-),男,硕士,正高级工程师,注册土木(岩土)工程师,研究方向为岩土工程。

Analysis of the Influence of a Deep Excavation on the Adjacent Subway Tunnels and Stations

LI Wei   

  1. (Jiangsu Huasheng Architectural Design Co. Ltd., Xuzhou 221006)
  • Received:2023-01-06 Revised:2023-01-11 Online:2023-12-31 Published:2024-02-07

摘要: 徐州某深基坑工程邻近地铁隧道及车站,基坑开挖对周边环境保护要求高。介绍了基坑支护难点、支护方案选型过程及支护设计计算结果,为了准确分析基坑开挖对地铁隧道及车站的影响, 采用有限元软件MIDAS GTS进行基坑开挖过程中的二维、三维数值模拟分析。模拟计算结果表明,基坑开挖对周边环境造成的不利影响均在允许范围之内,对二维、三维有限元数值模拟结果进行对比分析并提出信息化施工建议。施工期间的基坑监测成果表明,实测值均在设计允许值范围内。基坑支护方案的实施有效地保护了地铁隧道及车站,可为地区类似基坑支护设计提供参考。

关键词: 深基坑, 支护, 地铁, 数值模拟, 监测

Abstract: A deep excavation project in Xuzhou is adjacent to a live subway and a station and has therefore restrictive requirements on the excavation support. This paper presents the key aspects of the excavation support design and selection. Both two and three-dimensional finite element simulations of the influence of the deep excavation process on the live subway operation and the station by using MIDA GTS commercial software. The results indicate that, the effect of the deep excavation on adjacent structures and utilities are within the allowable range. The feedback information from the numerical analysis results is used to provide excavation construction guidance. The construction monitoring results indicate that the monitored structure and utility deformation values are within the allowable range and the excavation support design effectively protected the safe operation of the adjacent subway and the station.

Key words: Deep Excavation, Excavation Support, Subway, Numerical Simulation, Monitoring

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