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Innovative consideration of a directional appraisal parameter as destabilized criterion of the colluvial landslide

机译:创新评估方向评价参数作为崩塌滑坡失稳判据

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摘要

As the instability criteria of the singular dimension displacement of a landslide are limited and insufficient, a new appraisal parameter, the vertical displacement direction rate is considered in landslide stability model in this paper. Then, the displacement directional rate variation at different evolutional stages of landslide stability and its significance in landslide forecasting are systematic analyzed. On the basis of the different evolutional rules of the vertical displacement directional rate in the different deformation stages, the destabilized criterion of this kind of parameter is established in terms of the principle of statistics. Furthermore, according to the destabilized criterion, a calculation and evaluation of the stability of Xintan landslide is carried out by means of the appraisal parameter of the vertical displacement direction rate. The result of analysis is basically consistent with the practical deforming law of the landslide. The result above indicates that the vertical displacement direction rate is an effective appraisal parameter serving as an essential and stable criterion for the stability evaluation of a slope. Therefore, this directional appraisal parameter is of very special significance and also suitable and effective in the prediction of landslides.
机译:由于滑坡奇异尺度位移的不稳定性判据有限且不足,本文在滑坡稳定性模型中考虑了新的评价参数,即垂直位移方向速率。然后,系统地分析了滑坡稳定性不同演化阶段的位移方向速率变化及其在滑坡预测中的意义。根据不同变形阶段竖向位移方向速率的不同演化规律,根据统计原理建立了这类参数的失稳判据。此外,根据失稳判据,利用垂向位移率的评价参数对新滩滑坡的稳定性进行了计算和评价。分析结果与滑坡实际变形规律基本吻合。上述结果表明,垂直位移方向速率是有效的评价参数,是边坡稳定性评价的必要而稳定的标准。因此,该方向性评价参数具有非常特殊的意义,对于滑坡的预测也是合适和有效的。

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