摘要
以某电力隧道顶管施工.上穿轨道交通区间隧道工程为背景,通过Midas/GTS有限元计算软件分析顶管上穿施工对区间隧道的影响程度及规律。结果表明,随着顶管推进,区间隧道最大水平位移先增大后减小;最大竖向位移先沉降后上浮;隧道最终变形值小于安全控制值。分析成果可供类似工程参考。
Based on a project of electric power tunnel by pipe jacking above section tunnel of rail transit, Midas/GTS finite element soft analysis is carried out on the influence degree and law of tube-jacking construction on the section tunnel of rail transit. The results show that, with the advance of pipe jacking, the maximum horizontal displacement of the tunnel increases first and then decreases, and the maximum vertical displacement of the tunnel falls first and then rises. The final deformation value of the tunnel is less than the safety control value. The analysis results can be used as reference for similar projects.
作者
蓝建中
赵豫鄂
成怡冲
LAN Jian zhong;ZHAO Yu-e;CHENG Yi-chong(Ningbo Urban Rail Transit Group Co.Ltd,Ningbo 315101,China;Zhejiang Huazhan Institute ofEngineering Research&Design,Ningbo 315012,China)
出处
《工程建设与设计》
2020年第19期131-133,共3页
Construction & Design for Engineering
关键词
顶管施工
数值模拟
隧道保护
pipe jacking construction
numerical simulation
tunnel protection