节理方向对风化岩石边坡稳定性的影响

摘要

探讨了蒙托卡罗方法在岩质边坡滑坡稳定性评价中的应用，并利用蒙托卡罗数值模拟法软件对影响边坡稳定性的节理层倾角变化进行了数值模拟，研究结果表明：节理层倾角越大，边坡的稳定性越差。%The paper discusses the Monte Carlo method in rock slope stability evaluation, and the use of Monte Carlo simulation method software layer for joint angle changes affect slope stability were simulated. The results show that the larger the joint layer dip, slope stability worse.