首页> 外文会议>Third International Symposium on Rock Stress (RS KUMAMOTO '03); Nov 4-6, 2003; Kumamoto, Japan >Slope failure prediction using a spatial probabilistic modeling approach integrated with Monte Carlo simulation and GIS
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Slope failure prediction using a spatial probabilistic modeling approach integrated with Monte Carlo simulation and GIS

机译:结合蒙特卡洛模拟和GIS的空间概率建模方法预测边坡破坏

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Spatial probabilistic modeling of slope failure using a combined Geographic Information System (GIS), infinite slope stability model and Monte Carlo simulation approach is proposed, and applied in the landslide prone area of Sasebo city, southern Japan. A digital elevation model (DEM) for the study area has been created at a scale of 1/2500. Calculated results of slope angle and slope aspect derived from the DEM are discussed. Through the spatial interpolation of the identified stream network, the thickness distribution of the colluvium above Tertiary strata is determined with precision. Finally, by integrating an infinite slope stability model and Monte Carlo simulation with GIS and applying spatial processing, a slope failure probability distribution map is obtained for the case of both low and high water level.
机译:提出了一种结合地理信息系统(GIS),无限边坡稳定性模型和蒙特卡洛模拟方法的边坡破坏空间概率模型,并将其应用于日本南部佐世保市的滑坡易发地区。已经以1/2500的比例创建了研究区域的数字高程模型(DEM)。讨论了由DEM得出的边坡角度和边坡长宽的计算结果。通过对识别出的河流网络进行空间插值,可以精确确定第三系地层上的集积层的厚度分布。最后,通过将无限边坡稳定性模型和蒙特卡洛模拟与GIS集成并应用空间处理,获得了低水位和高水位情况下的边坡破坏概率分布图。

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