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首页> 外文期刊>Engineering Geology >A linear regression framework for predicting subsurface geometries and displacement rates in deep-seated, slow-moving landslides
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A linear regression framework for predicting subsurface geometries and displacement rates in deep-seated, slow-moving landslides

机译:线性回归框架,用于预测深部,缓慢移动的滑坡的地下几何形状和位移率

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A new numerical integration/linear regression tool is used to investigate kinematic behavior in deep-seated(sliding surface deeper than 3 m) mass movements. The technique is developed in the context of realinclinometer records and numerical integration using nine inclinometer case histories from four welldocumented, large landslides: Carrot River, Montebestia, Karya village, and Pietrapertosa. Axial metric,subsurface geometric deformation rates are predicted and compared for four different case studies from theliterature: a reactivated, composite, extremely slow earth slide-earthflow; a reactivated composite,extremely slow debris slide-rock fall; an active, composite, very slow earth slide-earth flow; and areactivated complex, slow earth slide-earth spread. Sensitivity analysis, based on sliding surface depth-to-length (D/L) ratios, show that the mobility of these slow-moving masses is closely dependent on the mode ofsliding. The results also show that short term and long term dynamics of slow moving landslides can becaptured by geometrical patterns. Because the parameter determined is a geometric property, the techniqueused in the investigation can be applied in new landslide problems independent of local conditions andtriggering mechanisms, within the confines of the stipulated boundary conditions. Hence with thisframework also, unrelated landslide problems can be analyzed and compared, as demonstrated herein.Additionally, this approach is useful for two dimensional reconstructions of subsurface displacement andvelocity profiles, and thus may act as a precursor to detailed field investigation programs, warning systemsand mitigation projects at minimal costs.
机译:一种新的数值积分/线性回归工具用于研究深部(滑动表面深于3 m)质量运动中的运动学行为。该技术是在真实测斜仪记录和数值积分的背景下开发的,使用了来自四个有据可查的大型滑坡的九个测斜仪案例历史记录:胡萝卜河,蒙特贝西亚,Karya村和Pietrapertosa。根据文献中的四个不同案例研究,预测并比较了轴向度量,地下几何变形速率:重新激活的复合极慢地球滑坡土流;重新活化的复合材料,碎片缓慢滑落;活跃的,复合的,非常缓慢的泥石流;和被激活的复杂的,缓慢的地球滑坡传播。基于滑动表面深度与长度(D / L)之比的灵敏度分析表明,这些缓慢移动的质量块的迁移率与滑动模式密切相关。结果还表明,缓慢移动的滑坡的短期和长期动力可以通过几何图案来捕捉。由于确定的参数是几何性质,因此可以在规定的边界条件范围内,将调查技术应用于与局部条件和触发机制无关的新滑坡问题。因此,也可以利用此框架来分析和比较无关的滑坡问题,如本文所示。此外,此方法对于地下位移和速度剖面的二维重建很有用,因此可以作为详细野外调查程序,预警系统和缓解措施的先驱以最小的成本进行项目。

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