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LANDSLIDE FAILURE MORPHOLOGY-BASED METHOD FOR COMPREHENSIVELY EVALUATING SIDE SLOPE RISK
LANDSLIDE FAILURE MORPHOLOGY-BASED METHOD FOR COMPREHENSIVELY EVALUATING SIDE SLOPE RISK
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机译:基于滑坡故障形态的全面评估侧坡风险的方法
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摘要
A landslide failure morphology-based method for comprehensively evaluating the side slope risk, which relates to the fields of side slope stability and risk evaluation. The method introduces a smooth particle hydrodynamics method, uses sliding distance and impact distance, and combines a classical limit equilibrium method to more intuitively and reasonably evaluate side slope stability and risk. The method comprises: according to statistical features of cohesion c and an internal friction angle φ, randomly generating n sets of combined values that meet the statistical features, and denoting same as {ci, φi}i=1n{ci, φi}i=1n; for an ith set of combined values, obtaining a minimum safety factor Fsi of a side slope; using a smooth particle hydrodynamics method to analyze a sliding distance dRi and an impact distance dIi of the side side slope under the ith set of combined values; making i=i+1, repeating the previous two steps to obtain the minimum safety factor, the sliding distance and the impact distance of the side slope under all combined values; performing averaging processing to obtain an average safety factor, a sliding distance and an impact distance; and calculating a normalized sliding distance and impact distance according to the positions of slope top and bottom structures, and combining same with the average safety factor to comprehensively evaluate the risk of a landslide.
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机译:基于滑坡故障形态的全面评估侧倾风险的方法,涉及侧倾稳定性和风险评估的领域。该方法引入了光滑的粒子流体动力学方法,使用滑动距离和冲击距离,并将经典极限平衡方法与更直观相结合,合理地评估侧倾稳定性和风险。该方法包括:根据凝聚力C的统计特征和内部摩擦角φ,随机生成符合统计特征的N组组合值,并表示与{CI,φI} I = 1N {C I < / sub>,φ i sub>} i = 1 sub> n sup>;对于组合值的第i个组合,获得侧倾的最小安全系数FS i sub>;使用平滑的粒子流体动力学方法来分析滑动距离D RI sub>和在组合值组下的侧侧斜面的冲击距离D II sub>;制作i = i + 1,重复前两个步骤以获得最小安全系数,滑动距离和侧倾的冲击距离在所有组合值下;执行平均处理以获得平均安全系数,滑动距离和冲击距离;根据斜坡顶部和底部结构的位置计算归一化的滑动距离和冲击距离,并与平均安全系数相同,以全面评估滑坡的风险。
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