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Double-parameter threshold and its formation mechanism of the colluvial landslide: Xintan landslide, China

机译:河流滑坡的双参数阈值及其形成机制:新滩滑坡,中国

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摘要

Data compiled from monitoring the displacement resulting from the Xintan landslide in China was analyzed. The stability of the demonstrated colluvial slope has a close correlation with two parameters, the velocity of the displacement and the angle of the surface vector. The stability trend can be described and evaluated by both the velocity of the displacement and the vector angles. The displacement vector angle, for which there is no substitute, serves as an explicit criterion for the stability of the slope, hence it is significant in the prediction of the catastrophic movement of landslides. A systematic analysis of the features of the vector angles of the surface displacement space and time was performed. The evolving mechanism of space-time and the characteristics of the displacement vector angles were deduced. On the basis of these deductions and by using principles of statistics, the double-parameter threshold for forecasting the stability of the colluvial slopes was established. According to the double-parameter threshold, a calculation and evaluation of stability was completed in terms of the monitoring data of the F-series of points on the Xintan slope. The forecast results coincided with the destabilized timetable, thus demonstrating that the double-parameter criterion has, to a certain extent, precision and practical application for forecasting of landslides.
机译:分析了通过监测中国新滩滑坡产生的位移而汇编的数据。所证明的坡度的稳定性与两个参数密切相关,即位移速度和表面向量的角度。可以通过位移速度和矢量角来描述和评估稳定性趋势。位移矢量角是无可替代的,它是边坡稳定性的明确标准,因此在预测滑坡的灾难性运动中具有重要意义。对表面位移空间和时间矢量角的特征进行了系统的分析。推导了时空演化机理和位移矢量角的特征。在这些推论的基础上,运用统计原理,建立了预测坡面稳定性的双参数阈值。根据双参数阈值,根据新滩斜坡上F系列点的监测数据,完成了稳定性的计算和评价。预报结果与不稳定的时间表相吻合,说明双参数准则在一定程度上具有一定的精度和实际应用价值。

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