Numerical Simulation on Effect of Shield Tunnel Construction on Pipelines with 45*Skew Angle and Tunnel

被引:0
|
作者
Guo, Dongliang [1 ]
Zhao, Deshen [1 ]
机构
[1] Dalian Univ, Key Lab Liaoning Prov Predict & Control Complicat, Dalian 116622, Peoples R China
关键词
Shield tunnel construction; analysis mode; underground pipeline; deformation;
D O I
10.4028/www.scientific.net/AMR.889-890.1414
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Shield tunnel construction cause soil movement to harm the adjacent underground pipelines. This paper, taking Dalian Spring Street subway station as the background, uses the finite difference software to establish 3-D finite element analysis model to simulate the deformation of pipeline with 45* skew angle in the tunnel construction work. The results show: when the left tunnel push towards pipelines, due to the skew of the pipeline and tunnel, vertical displacement of pipelines is a certain shift to the left. When the right tunnel excavation is complete, the pipeline maximum settlement has a return to the center of the two tunnels. The settlement of pipeline is much bigger than horizontal displacement.
引用
收藏
页码:1414 / 1416
页数:3
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