上海国土资源2016，Vol.37Issue(2)：57-60,4.DOI:10.3969/j.issn.2095-1329.2016.02.014
软土地层超大盾构穿越运营地铁隧道的变形控制技术研究
Deformation control technology for an extra-large EPB shield machine crossing an operational subway tunnel in soft ground
摘要
Abstract
The control technology for a 14.27 m earth pressure balance (EPB) shield machine crossing above an operational subway tunnel is studied. A numerical simulation method is employed to analyze the range of inlfuence and the degree of shielding with different loads on the operational subway tunnel below. A control for the deformation induced by the shielding that integrates the shielding parameter control with loading in the tunnel is proposed. The Bund Tunnel project that crosses operational Subway Line 2 veriifed the feasibility of the control technology. This provides a useful reference for subsequent engineering and assists in developing control practices for land subsidence related to engineering construction projects.关键词
软土地层/土压平衡盾构/地铁隧道/变形控制/工程建设/地面沉降Key words
soft ground/earth pressure balance (EPB) shield/subway tunnel/deformation controlling/engineering construction/land subsidence分类
天文与地球科学引用本文复制引用
周隽..软土地层超大盾构穿越运营地铁隧道的变形控制技术研究[J].上海国土资源,2016,37(2):57-60,4.基金项目
上海市重大工程项目:上海外滩地区交通综合改造工程 （）
