软土地层中双圆盾构法隧道的抗震分析  

Seismic Analysis of DOT Shield Tunnel Surrounded by Soft Soil

作　　者：吴晓峰[1] 周健[1] 董鹏[2] 

机构地区：[1]同济大学地下建筑与工程系,上海200092 [2]铁道第一勘察设计院上海技术研究与开发中心,上海200435

出　　处：《工程抗震》2004年第4期27-31,共5页Earthquake Resistant Engineering

摘　　要：目前对于上海双圆盾构法隧道的抗震问题 ,尚没有成熟的方法可供利用。本文结合上海地区典型软土室内动力试验研究成果 ,采用考虑土 -结构相互作用的软土地层中地下建筑物抗震稳定分析方法 ,研究了隧道 -土体体系二维地震反应 ,并应用梁单元有限元模型研究了隧道的纵向地震反应。计算结果包括 :地震引起的隧道周围软土孔隙水应力比、震陷、动剪应力比 ,以及隧道结构的动剪应力、轴力、剪力、弯矩等。最终从地震影响角度对该隧道的优劣作了初步评价 ,为工程决策提供了重要参考依据 ,所得结论可为软土隧道抗震设计提供参考依据。There is still no effective seismic solution for the DOT shield tunnel surrounded by soft soil in Shanghai at present. Based on the results of cyclic trail test and by FEM, the seismic analysis of DOT shield tunnel located in sandy soil and clay soil in Shanghai has been made. The 2D seismic response of the tunnel soil system has been studied through the seismic stability analysis and considering the soil structure interaction and the longitude seismic response of the tunnel calculated by a beam element model. The results include the dynamic stresses of subway stations and surrounding soil, the pore water pressure, settlement of surrounding soil, axial stress, moment and shear stress of tunnel, etc. The tunnel is assessed according to the seismic response. The result of the analysis provides the reference for the future seismic design of the tunnel surrounded by soft soil.

关 键 词：软土地层 双圆盾构法 遂道 抗震分析 有限元法 

分 类 号：U452.28[建筑科学—桥梁与隧道工程] U455.43[交通运输工程—道路与铁道工程]