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软土地层近距离上穿既有隧道变形的数值模拟
引用本文:孙玉永,宋天田,周顺华.软土地层近距离上穿既有隧道变形的数值模拟[J].华东交通大学学报,2007,24(4):36-38,45.
作者姓名:孙玉永  宋天田  周顺华
作者单位:同济大学,道路与交通工程教育部重点实验室,上海,200331
摘    要:针对上海市某地铁隧道近距离上穿运营中的地铁二号线,二者最小净间距为1.33m,通过三维数值模拟得到在新隧道推进过程中,地铁二号线和地表都表现为隆起,二号线最大隆起量为7.29mm,地表最大隆起量为16mm;地铁二号线的变形分为沉降、隆起及稳定三个阶段等结论.

关 键 词:盾构隧道  上穿  变形  三维有限元  数值模拟
文章编号:1005-0523(2007)04-0036-03
收稿时间:2007-03-19
修稿时间:2007-03-19

3D-FEM Simulation of Deformation of Short Distance Overlapped Tunnels in Soft Soil Stratum
SUN Yu-yong,SONG Tian-tian,ZHOU Shun-hua.3D-FEM Simulation of Deformation of Short Distance Overlapped Tunnels in Soft Soil Stratum[J].Journal of East China Jiaotong University,2007,24(4):36-38,45.
Authors:SUN Yu-yong  SONG Tian-tian  ZHOU Shun-hua
Institution:Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200331, China
Abstract:A shield-driven tunnel is constructed adjacent to the Metro Line 2 tunnels in Shanghai.A minimum distance is 1.33m between the two tunneis.From the 3D-FEM simulation,the Metro Line 2 and ground surface are built-up,the max deformation of which 7.29mm and 16mm,and the three steps-settlement,build-up,stabilization of the Metro Line 2 are gained when the shield driving.
Keywords:shield tunneling  over drifted  deformation  3D-FEM  numerical simulation
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