土工基础 ›› 2021, Vol. 35 ›› Issue (1): 17-19.

• 工程实录 • 上一篇    下一篇

紧邻地铁线路不规则软土深基坑支护技术研究

高芬芬,耿晔宽,金雪莲   

  1. (江苏华东工程设计有限公司,南京 210007)
  • 收稿日期:2020-02-22 修回日期:2020-03-02 出版日期:2021-02-28 发布日期:2021-02-28
  • 作者简介:高芬芬(1984-),女,高级工程师,研究方向为岩土工程设计。

Deep Excavations in Soft Soils with Irregular Supporting Shape Close to an Active Metro Line

GAO Fenfen, GENG Yekuan, JIN Xuelian   

  1. (Jiangsu East China Engineering Design Co. Ltd., Nanjing 210007)
  • Received:2020-02-22 Revised:2020-03-02 Online:2021-02-28 Published:2021-02-28

摘要: 以紧邻地铁线路不规则软土深基坑为背景,设计时综合考虑场地工程地质及水文地质条件、基坑平面不规则特点、现场实际施工组织需求及紧邻的运营地铁车站及区间现状等因素,采取合理的基坑围护结构及支撑、栈桥布置,对邻近地铁侧边采取了多种综合措施,控制支护结构变形,并采取地铁风井改造、连接通道施工等待主体基坑完成后二次施工的工序方案,确保地铁结构的安全稳定,采用数值分析并结合工程实施监测情况,验证其合理性,取得了较好的经济效益,可为类似工程提供参考与借鉴。

关键词: 紧邻地铁, 不规则深基坑, 栈桥布置

Abstract: This paper presents a case history of deep excavation design in soft soils with irregular supporting shape and close to an active metro line. The site-specific engineering and hydrological conditions, irregularity of the site on the plan view, and the excavation and supporting sequences due to the adjacent active metro line are comprehensively considered for an optimized excavation supporting solution. The supporting structure type and structure design details, access trestle arrangement and the construction impacts on the active metro line are discussed in the paper. Measures that could control the deformation of the supporting structures were implemented in the construction, the rehabilitation of the ventilation shaft of the active metro and the connection underpass were constructed after the completion of the deep excavation so that the safety of the metro operation was maintained. The predicted deformation values were also compared with the construction monitored values. The comparative values indicated that the excavation design and construction are successful.

Key words: excavation adjacent to active subway line, deep excavation with irregular support shape, layout of access trestle

中图分类号: