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河道拓宽施工对下卧地铁盾构隧道的影响分析

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为了研究河道开挖对下卧地铁盾构隧道的影响,文章以余杭区东西向快速通道良祥路互通工程河道拓宽施工为例,分析了采用地基加固和抗隆起措施控制地铁隧道变形的效果,结合工程地质条件和地铁保护变形控制要求,提出了隧道上方土体采用MJS工法桩加固、设置抗隆起结构体系的地铁保护方案,并在土方开挖时充分利用时空效应,采用分块跳仓开挖方式.通过对河道开挖过程的三维有限元数值模拟,表明上述保护措施可有效约束地基及隧道变形,能够满足地铁运营安全要求.
Analysis on the Influence of River Widening Construction on Underlying Subway Shield Tunnel
In order to study the influence of river excavation on the underlying subway shield tunnel,taking the river widening construction of Liangxiang Road Interchange Project on East-West Expressway in Yuhang District as an example,this paper analyzes the effect of foundation reinforcement and anti-uplift measures on controlling the deformation of subway tunnel.Combined with the engineering geological conditions and the deformation control requirements of subway protection,it puts forward a subway protection scheme of using MJS piles to reinforce the soil above the tunnel and setting up anti-uplift structure system,making full use of the spatiotemporal effect in the earthwork excavation,and adopting block-jumping excavation method.Through the 3D finite element numerical simulation of the river excavation process,it is shown that the above protection measures can effectively constrain the deformation of the foundation and the tunnel,and can meet the safety requirements of the subway operation.

river excavationshield tunnelfoundation reinforcementdeformation controlnumerical analysis

陈峰、章日凯、栾文杰、吴进

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杭州市交通规划设计研究院有限公司,浙江 杭州 310006

河道开挖 盾构隧道 地基加固 变形控制 数值分析

2024

工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
年,卷(期):2024.9(4)
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