新滩滑坡位移量影响因素的分析
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摘要: 本文首先运用统计数学方法——数量化理论,建立了影响新滩滑坡变形位移量的预测公式,然后对影响该滑坡位移量的诸因素作了分析。研究表明,降雨作用、基岩面形状和坡体厚度是该滑坡变形位移的主要影响因素。该结论对滑动后的新滩边坡加固改造具有指导意义。Abstract: A useful formula for the prediction of the displacement of xintan landslide is set up according to the theory of quantification. It is found that the effection of rainfall, the configuration of the interface of the bedrock and the depth of the talus deposit are main affecting fact ors. This conclusion has significant to strengthen xintan slope which, slidden.
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