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新建水工隧洞下穿既有铁路隧洞有限元分析

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采用ABAQUS有限元软件,建立新建水工隧洞下穿既有高速铁路隧洞结构三维有限元模型,通过数值模拟方法,分析新建引水隧洞开挖对既有高速铁路隧洞应力变形的影响.结果表明,穿越引起的高速铁路隧洞沉降区域主要分布在两隧洞空间交叉处,高速铁路隧洞总体沉降较小,最大沉降值 4.03mm;在引水隧洞开挖引起应力重分布的影响下,高速铁路隧洞衬砌产生的最大拉应力值约为开挖前的1.5 倍.
Finite Element Analysis of New Hydraulic Tunnels Underneath Existing Railway Tunnels
The ABAQUS finite element software is used to establish a three-dimensional finite element model wearing a high-speed railway tunnel structure under the newly-built aquarium tunnel.Through the numerical simulation method,the impact of the stress deformation of the newly-built water tunnel excavation on the existing high-speed railway tunnel is analyzed.The analysis results show that the sedimentation area of the high-speed railway tunnel caused by crossing is mainly distributed in the intersection of the two tunnel spaces.The overall sedimentation of the high-speed railway tunnel is small,and the maximum settlement value is 4.03mm.The maximum tensile value generated by the high-speed railway tunnel lining is about 1.5 times before excavation.

diversion tunnelrailway tunnelsstressdeformation

程露、罗爽

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四川省亭子口灌区建设开发有限公司,四川 南充 637000

高坪区水利工程质量安全中心,四川 南充 637100

引水隧洞 铁路隧洞 应力 变形

2024

水利科技与经济
哈尔滨市水务科学研究院 哈尔滨市水利规划设计研究院 哈尔滨市水利学会

水利科技与经济

影响因子:0.274
ISSN:1006-7175
年,卷(期):2024.30(1)
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