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基坑施工对邻近运营地铁隧道结构的影响分析

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以武汉市某基坑邻近运营轨道交通2号线区间隧道施工为背景,基于Midas GTS NX软件研究了基坑施工对隧道结构的影响.结果表明:基坑施工会对区间隧道临近基坑侧土体产生一定的扰动,进而对区间隧道结构产生一定的不利影响,隧道最大竖向位移为上浮2.43 mm,最大水平位移为2.52 mm,均在运营隧道规范变形允许范围.
Influence of foundation pit construction on the structure of adjacent subway tunnel
Based on the tunnel construction of a foundation pit adjacent to the operating rail transit line 2 in Wuhan city,the influence of foundation pit construction on tunnel structure was studied based on Midas GTS NX software.The results show that the excavation of the foundation pit will cause certain disturbance to the soil near the foundation pit of the interval tunnel,which will have a certain adverse effect on the structure of the interval tunnel.The maximum vertical displacement of the tunnel is 2.43 mm,and the maximum horizontal displacement is 2.52 mm,both of which are within the allowable range of the deformation of the operating tunnel.

foundation pit excavationoperation of subway tunnelsnumerical calculationdisturbance

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中铁第四勘察设计院集团有限公司,湖北 武汉 430063

基坑开挖 运营地铁隧道 数值计算 扰动

2024

山东交通科技
山东省交通科学研究所

山东交通科技

影响因子:0.249
ISSN:1673-8942
年,卷(期):2024.(1)
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