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Study on soil infiltration law of unsaturated soil slope

机译:不饱和土坡土壤渗透法研究

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Rainfall infiltration is the main evoked factor of unsaturated soil slope failure,by using the MIDAS software,the paper systematically analyses the parameters which can influence seepage field (Including rainfall intensity,rainfall duration,permeability coefficient and underground water level),summed up the soil infiltration law of unsaturated soil slope.In addition,by analyzing it finds that soil saturation is not just related to the permeability coefficient or rainfall intensity unilaterally,but also has the close relation with their proportion.Through this we obtain a method about the ratio of the permeability coefficient and rainfall intensity.
机译:降雨渗透是不饱和土边坡衰竭的主要诱发因素,通过使用Midas软件,本文系统地分析了可能影响渗流场(包括降雨强度,降雨持续时间,渗透系数和地下水位)的参数,总结了土壤不饱和土斜率的渗透法。另外,通过分析,发现土壤饱和度不仅与单方面的渗透系数或降雨强度有关,而且与它们的比例有关。这是我们获得的方法渗透系数和降雨强度。

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