基于连续介质模型的滑坡启动机理数值模拟试验

    Numerical simulation for start-up of landslide based on continuum model

    • 摘要: 滑坡启动机理研究是滑坡防治的前提条件。应用三维连续介质动态数值模型方法,采用摩擦模型、Voellmy模型2种流变模型,对滑坡启动过程进行分析求解,开展滑坡启动机理数值模拟研究。结果表明,不论是限制坡面(渠道型)还是无限制坡面,在2种流变模型和侵蚀率下,随着坡度逐渐增加,地形所提供给滑坡体的能量进一步增大,物质运动距离进一步增加,其相应的平均速度、最大速度(前端速度)和总动能也会进一步加大,经历了从缓慢蠕变至快速增加的过程。根据不同坡度下滑坡的启动、运动规律、堆积过程及各坡度下动力参数延程变化规律,可以将滑坡的启动坡度设定为25°~30°。该滑坡启动坡度的设定可为地质灾害防治措施和监测预警提供技术参考。

       

      Abstract: The study of the starting mechanism is a prerequisite for mitigation of landslides. In this study, three-dimensional continuum model simulation method was applied by using friction model and Voellmy model to solve the runout process and to simulate the start-up process of debris-flow. The results show that, under the condition of both models and the erosion yield rate, whether the slope is a confined slope (channellized type) or an unconfined slope, with the increasing slope, the motion energy supplied by the topography further increases, the moving distance of the material also further increases, and the corresponding average speed, maximum speed (front speed), and the total kinetic energy will be further increased. The kinematic parameters experience the process from slow creep to rapid increase. Based on the start-up movement of landslide, the deposition process and variation of the kinematic parameters during runout under the condition of different slopes, the critical start-up angle of debris-flow is set at 25° -30°. The determination of the critical start-up angle can provide scientific basis for regional disaster prevention and reduction and scientific research.

       

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