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Safety Assessment of Circular Arches Tunnel Evacuation on Surrounding Geotechnical Environment
作者姓名:QIAO Shi fan  SUN Xiao and LIU Bao chen
作者单位:School of Civil Engineering and Architecture, Central South University, Changsha 410075, P. R. China; College of Traffic and Transportation Engineering, Tongji University, Shanghai 201804, P. R. China;;School of Civil Engineering and Architecture, Central South University, Changsha 410075, P. R. China;School of Info physics and Geomatics Engineering, Central South University, Changsha 410075, P. R. China;School of Civil Engineering and Architecture, Central South University, Changsha 410075, P. R. China;
摘    要:Based on the stochastic medium theory, influence on the surrounding rock and soil by tunnel excavation was studied. formula for predicting movement and deformation of rock and soil mass caused by tunnelling were deduced. And especially for the tunnel with circular arch section, half analytic solution for this problem was put forward. Furthermore, a program was developed to compute the movement and deformation of the rock and soil mass resulted from excavation. The deformation failure criterion of stochastic medium for estimating the surroundings safety was provided and was applied in an engineering example, which proved that the results of the research were reasonable and significant for the tunnel safety construction.

关 键 词:tunneling   tunnel excavation   stochastic medium   movement of ground   safety estimate   deformation failure criterion   computer programs
收稿时间:2009-06-10
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