节点文献

基坑开挖引起下卧隧道位移的实测分析

Influence Analysis of Deep-dip Excavation on Down Tunnel Based on the Measured Displacement

推荐 CAJ下载
PDF下载
不支持迅雷等下载工具，请取消加速工具后下载。

【Author】 LI Zhi-gao~1 , LIU Hao~1 , WU Xiao-jiang~1, BI Hai-ming~2 (1.Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; (2.Jinan Design and Research Institute of the Coal Industry Ministry, Jinan 250031, China)

【机构】同济大学地下建筑与工程系；煤炭工业部济南设计研究院上海200092；上海200092；济南250031；

【摘要】通过对东方路下立交工程现场监测数据分析,得到了基坑开挖卸荷引起下方隧道纵向变形的总体规律和时空效应规律,推导了考虑时空效应影响的隧道隆起经验计算方法。用公式S=A1*eA2/B可以简单估算开挖时间和开挖宽度下基坑开挖引起隧道隆起的最大值。更多还原

【Abstract】 Based on measured settlement in the Dongfang Road Underpass Project, some genenral laws and time-space effects laws of tunnel longitudinal deformation, which is resulted from the above deep excavation, were obtained. The empirical formula, taking time-space effect into account, is derived to calculate the tunnel’s upheaval, and the formula, S=A₁*e^A²/B, can be used simply to calculate the max upheaval of the tunnel.更多还原

【关键词】卸荷；回弹；残余应力；时空效应；深基坑；
【Key words】 relief； rebound； residual stress； time-space effect； deep pit；

【文献出处】地下空间与工程学报 , 编辑部邮箱 ,2005年04期

【分类号】TU753;U456.3
【被引频次】114
【下载频次】716

知网节下载

节点文献中：

本文链接的文献网络图示:

本文的引文网络

节点文献