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近距离叠交隧道盾构施工对老隧道影响的数值模拟
引用本文:张海波,殷宗泽,朱俊高.近距离叠交隧道盾构施工对老隧道影响的数值模拟[J].岩土力学,2005,26(2):282-286.
作者姓名:张海波  殷宗泽  朱俊高
作者单位:河海大学,岩土工程研究所,江苏,南京,210098
摘    要:以上海市轨道交通明珠线二期工程浦东南路站-南浦大桥站区间近距离叠交隧道盾构施工为研究对象,采用三维非线性有限元,对近距离叠交情况下后建隧道盾构施工引起老隧道衬砌的应力和变形进行了模拟,并研究了土层性质、隧道覆土厚度、隧道间相对位置、隧道间相对距离等因素与隧道间影响的关系。结果表明,隧道间相对位置、相对距离对隧道间相互作用的影响非常大,应引起足够的重视。

关 键 词:叠交隧道  三维有限元  衬砌  应力  位移
文章编号:1000-7598-(2005)02-0282-05
收稿时间:2003-11-19
修稿时间:2003年11月19

Numerical simulation of influence of new tunnel on short distance overlapped old tunnel during shield tunneling
ZHANG Hai-bo,YIN Zong-ze,ZHU Jun-gao.Numerical simulation of influence of new tunnel on short distance overlapped old tunnel during shield tunneling[J].Rock and Soil Mechanics,2005,26(2):282-286.
Authors:ZHANG Hai-bo  YIN Zong-ze  ZHU Jun-gao
Institution:Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China
Abstract:This paper presents the numerical simulation of the tunnel project in Pearl Line of Shanghai Metro from South Pudong Station to Nanpu Bridge Station using a 3D nonlinear finite element method. The influence of new tunnel on old tunnel during shield tunneling is studied. Some influential factors affected on the interaction of parallel tunnels are also evaluated. The results show that the relative position and net distance between the runnels have great influence on the interaction.
Keywords:overlapped tunnel  3D FEM  lining  stress  displacement
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