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《Chinese Journal of Underground Space and Engineering》 2008-04
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Numerical Analysis on Failure Process of Rock Tunnel with Discontinuity under Dynamic Disturbance

ZUO Yu-jun 1,TANG Chun-an 2,LI Shu-cai 3(1.Research Center for Numerical Test of Material Failure,Dalian University,Dalian 116622,P.R.China;2.Civil & Hydraulic Engineering School,Dalian University of Technology,Dalian 116024,P.R.China;3.Geotechnical and Structural Engineering Research Center,Shandong University, Jinan 250061,P.R.China)  
Based on mesoscopic damage mechanics,a numerical code RFPA2D is developed to simulate the failure process of rock tunnel with discontinuity under dynamic disturbance,and the failure behaviors of rock tunnel with different width of discontinuities during stress wave propagation are discussed.Moreover,the stress wave propagation properties of tunnel with and without discontinuity are analyzed and compared in order to study the mechanical properties of rock tunnel structure under dynamic disturbance.The results show that the attenuation of stress wave is obvious because of discontinuity in the surrounding rock of tunnel,and the influence of discontinuity on stability and failure of tunnel is great.
【Fund】: 国家自然科学基金(40638040);; 973计划(No.2007CB209407)资助
【CateGory Index】: TD322.4
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