Deformation Analysis of Shield Tunnel Undercrossing Existing Pipeline Considering Shear Deformation

被引：0
|
作者：
Feng, Guohui [1 ,2 ]
Xu, Changjie [1 ,2 ,3 ,4 ]
Tey, Mingwang [1 ]
Lou, Jiayue [5 ]
Hou, Shilei [6 ]
Ge, Shangqi [1 ]
Qiu, Yashi [1 ]
Cheng, Kang [1 ,7 ]
机构：
[1] Research Center of Coastal and Urban Geotechnical Eng., Zhejiang Univ., Hangzhou,310058, China
[2] Center for Balance Architecture, Zhejiang Univ., Hangzhou,310028, China
[3] Jiangxi Key Lab. of Infrastructure Safety Control in Geotechnical Eng., East China Jiaotong Univ., Nanchang,330013, China
[4] State Key Lab. of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong Univ., Nanchang,330013, China
[5] Zhejiang Huayun Electric Power Eng. Design & Consultation Co., Ltd., Hangzhou,310014, China
[6] China Railway 14th Bureau Group 4th Eng. Co., Ltd., Ji’nan,250002, China
[7] China Railway 11th Bureau Group Co., Ltd., Wuhan,430061, China
来源：
Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences | 2023年 / 55卷 / 03期
关键词：
Engineering Village;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Analytical solution - Calculation results - Euler Bernoulli beams - Existing pipeline - Foundation models - Kerr foundation model - Pipeline deformations - Shield tunnelling - Soil interaction - Timoshenko beams
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页码：100 / 109
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