中文摘要：

针对于山岭隧道常出现的, 穿越倾斜产状的层状岩体, 或多在隧道进出口处节理裂隙发育的情况, 结合成 兰铁路茂县隧道出口地段所处的地质偏压环境, 应用ABAQUS 有限元分析软件中的面-面接触单元, 建立节理软弱 结构面的二维隧道模型.并对地质偏压隧道的围岩压力及衬砌结构内力进行非线性接触分析和计算, 初步得出单 线铁路隧道在地质偏压情况下围岩和衬砌结构的位移、 应力的分布特征, 并讨论软弱结构面的摩擦系数对隧道偏 压作用的影响, 根据隧道受力特点提出隧道在地质偏压情况下可能采取的建议和措施.

英文摘要：

In view of the common layered rock crossing tilt occurrence of mountain tunnels or the fractured joint development at tunnel entrance,the paper uses surface-surface contact elements of finite element analysis software ABAQUS to establish a two-dimensional tunnel model for structural plane of weak joints to analyze and calculate nonlinearly the rock pressure and the internal force of the geological bias tunnel lining according to the geological bias conditions at the exit of Maoxian tunnel. The paper draws out preliminary conclusion covering the distribution of displacement and stress of the surrounding rock and lining structure in the single-track railway tunnel under geological bias conditions, and addresses the impact of frictional coefficient of the weak structural plane on the tunnel bias and puts forward some useful proposals and measures according to the mechanical characteristics of the tunnel under geological bias circumstance.