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Computer simulation of landslides by the contact element method

机译:接触单元法的滑坡计算机模拟

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In the paper, an improved contact element method was adopted to analyze the sliding process of slopes. The normal and shear strengths of materials on potential sliding surfaces of slopes were considered. The convergence of nonlinear problems on frictional contact boundaries was reached through a repeated contact calculation. A step-by-step procedure was used to simulate the process of landslides. The energy change of the slope system at each step was calculated, considering the strain energy, kinetic energy and the work of friction force, etc. In the simulation of rock slopes, it was found that there were three main states: a 'perfectly bounded' state, a 'local sliding' state and a 'whole sliding' state. The effects of weathering and water infiltrating into the sliding surfaces were considered, and the displacements of landslides were obtained. For a real case history, application of the code to results of an actual landslide is given. The simulation method described here may be employed to predict other kinds of landslides because it is not restricted to particular slopes, material properties of slopes or shapes of potential sliding surfaces. (c) 2005 Elsevier Ltd. All rights reserved.
机译:本文采用一种改进的接触单元法来分析边坡的滑动过程。考虑了斜坡潜在滑动面上材料的法向强度和剪切强度。通过重复的接触计算,非线性问题在摩擦接触边界上的收敛。使用分步过程来模拟滑坡过程。考虑了应变能,动能和摩擦力等,计算了边坡系统每一步的能量变化。在岩石边坡的模拟中,发现存在三种主要状态:状态,“局部滑动”状态和“整体滑动”状态。考虑了风化和水分渗入滑动面的影响,并获得了滑坡的位移。对于真实案例历史,将代码应用于实际滑坡的结果。此处描述的模拟方法可以用于预测其他类型的滑坡,因为它不限于特定的坡度,坡度的材料属性或潜在的滑动面形状。 (c)2005 Elsevier Ltd.保留所有权利。

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