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地裂缝环境下马蹄形地铁隧道与土体相互作用的研究
引用本文:张结红,刘洋,李凯玲,门玉明.地裂缝环境下马蹄形地铁隧道与土体相互作用的研究[J].防灾减灾工程学报,2011,31(3):281-287.
作者姓名:张结红  刘洋  李凯玲  门玉明
作者单位:长安大学地质工程与测绘工程学院;中铁十六局集团有限公司;陕西交通职业技术学院;
基金项目:国家自然科学基金项目(40772183)资助
摘    要:以穿越地裂缝带的西安地铁2号线为研究背景,通过数值模拟对地裂缝作用下马蹄形地铁隧道与土体相互作用的机理进行了研究.研究结果表明:随着上、下盘位错量的增加,地裂缝处受影响的土体范围逐渐增大,土体的竖向位移也逐渐变大;上盘下降过程中,下盘隧道顶部沉降变形最大,上盘隧道顶部沉降变形最小;隧道的变形区域出现在预设地裂缝两侧,并...

关 键 词:马蹄形地铁隧道  地裂缝  土体位移  变形分析

Study on Interaction between Soil and U-shaped Metro Tunnel in the Environment of Ground Fissures
ZHANG Jie-hong,LIU Yang,LI Kai-ling,MEN Yu-ming.Study on Interaction between Soil and U-shaped Metro Tunnel in the Environment of Ground Fissures[J].Journal of Disaster Prevent and Mitigation Eng,2011,31(3):281-287.
Authors:ZHANG Jie-hong  LIU Yang  LI Kai-ling  MEN Yu-ming
Institution:ZHANG Jie-hong~(1,2),LIU Yang~3,LI Kai-ling~1,MEN Yu-ming~1 (1.School of Geology Engineering and Geomatics,Chang'an University,Xi'an 710054,China,2.China Railway 16~(th)Bureau Group Co.,LTD.,Beijing 100018,3.Shanxi College of Communication Technology,Xi'an 710018,China)
Abstract:The Metro Line 2 in Xi'an running across the ground fissures is taken as a research background, and the interaction between soil and U-shaped metro tunnel is studied by numerical simulation in the environment of ground fissures.The results show that the soil mass area is influenced by ground fissures and the vertical displacement gradually increases with the relative displacement increasing.When the hanging wall descends,the settlement deformation of footwall is maximum,and that of the hanging wall is minim...
Keywords:U-shaped metro tunnel  ground fissure  displacement of soil  analysis of deformation  
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