ISSN 1000-3665 CN 11-2202/P
    颜斌, 倪万魁, 刘海松. 黄土边坡降水入渗规律及其稳定性研究[J]. 水文地质工程地质, 2009, 36(3): 77-81.
    引用本文: 颜斌, 倪万魁, 刘海松. 黄土边坡降水入渗规律及其稳定性研究[J]. 水文地质工程地质, 2009, 36(3): 77-81.
    YANBin, . Research on rainfall infiltration law and stability of loess slope[J]. Hydrogeology & Engineering Geology, 2009, 36(3): 77-81.
    Citation: YANBin, . Research on rainfall infiltration law and stability of loess slope[J]. Hydrogeology & Engineering Geology, 2009, 36(3): 77-81.

    黄土边坡降水入渗规律及其稳定性研究

    Research on rainfall infiltration law and stability of loess slope

    • 摘要: 由于黄土地区地下水埋藏较深,降水因此成为影响公路黄土边坡稳定性的主要因素。根据饱和-非饱和土的渗流理论,考虑降水入渗的影响,利用有限元的方法,对阎良—禹门口高速公路的黄土边坡在百年一遇降水强度下的入渗规律和稳定性进行了数值模拟,同时根据现场人工降水试验证明:强降水条件下水分入渗的深度有限,一般为表层2m深度范围,且入渗深度随着降水时间的增加而增加,边坡安全系数逐渐减小,但对边坡的整体稳定影响不大;坡面出现冲刷破坏,如果不采用坡面防护措施,随着降水次数增加,将会出现局部破坏,最终导致整体边坡的失稳。而对于失稳状态下的危险边坡或老滑坡,滑坡出现频率与降水强度成正比例,并有一定的滞后性。

       

      Abstract: Rainfall has become the main factor increasingly,which influences the stability of loess slope as the groundwater in loess regions exists deeply.According to the theory of saturated-unsaturated seepage and taking the influence of rainfall infiltration into account,under the condition of hundred-year rainfall and based on the finite element method,we carried out numerical simulation for the loess slope of Yanliang-Yumenkou highway.Combined with the experimental results,we concluded that the depth of water infiltration is limited under the strong rainfall,which is about 2 meters under surface layer commonly,and the longer the rain falls,the deeper the water seeps,and the stability coefficient of slope gradually decreases,however,which dose not affect the safety of the whole slope.At the same time surface eroding comes forth,and there will be some part destroying if no any measure is taken,finally leading to the whole failure.As to the old landslide or dangerous slope,the failure frequency becomes in direct proportion to the rainfall intensity,and has certain hysteresis quality.

       

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