史立群,金鹏,刘青和,等. 可种植式截水盲沟作用下边坡降雨入渗规律特征研究[J]. 中国矿业,2023,32(7):62-71. DOI: 10.12075/j.issn.1004-4051.20230373
    引用本文: 史立群,金鹏,刘青和,等. 可种植式截水盲沟作用下边坡降雨入渗规律特征研究[J]. 中国矿业,2023,32(7):62-71. DOI: 10.12075/j.issn.1004-4051.20230373
    SHI Liqun,JIN Peng,LIU Qinghe,et al. Study on characteristics of rainfall infiltration law of slope under plantable water interception blind ditch [J]. China Mining Magazine,2023,32(7):62-71. DOI: 10.12075/j.issn.1004-4051.20230373
    Citation: SHI Liqun,JIN Peng,LIU Qinghe,et al. Study on characteristics of rainfall infiltration law of slope under plantable water interception blind ditch [J]. China Mining Magazine,2023,32(7):62-71. DOI: 10.12075/j.issn.1004-4051.20230373

    可种植式截水盲沟作用下边坡降雨入渗规律特征研究

    Study on characteristics of rainfall infiltration law of slope under plantable water interception blind ditch

    • 摘要: 降雨入渗作为滑坡最主要诱因之一,研究边坡在不同降雨条件下渗流规律可为边坡治理提供科学参考。南山隧道边坡以水敏性土体为主,遇水前后物理力学特性差异极大,在灌溉或降雨条件下,现有的工程技术均会造成水分入渗,导致坡体自重增大,岩土体强度衰减,不利于坡体稳定。借助GeoStudio软件开展可种植式截水盲沟作用下边坡降雨入渗规律特征模拟,得到如下结论。在其他条件相同的情况下,随着降雨强度的递增,在水分渗流过程中,坡体内所形成的局部饱和带位置逐渐远离坡面。当降雨量随时间呈递增趋势时,在降雨强度较小情况下,坡体所形成的局部饱和带位置随时间变化不大,具有一定的缓慢上移趋势。随着降雨强度的逐步增加,局部饱和带位置呈下移趋势。当降雨量随时间呈递减趋势时,在降雨强度较大的情况下,坡体所形成的局部饱和带位置随时间变化速度有所提升,具有较明显的上移趋势。随着降雨强度的减小,局部饱和带位置也呈现一定的下移趋势。通过模拟过程可以看出,可种植式截水盲沟在所设立的五种降雨条件下,沟内营养土体积含水量保持恒定,可为护坡植被提供良好的生长环境。与此同时,盲沟两侧水分始终保持向沟内运移,且进入沟内的水分始终保持向沟底运移排泄的趋势,其具有良好的截水排水能力。

       

      Abstract: As rainfall infiltration is one of the main causes of landslides, studying the seepage law of slopes under different rainfall conditions can provide scientific reference for slope control. The slope of Nanshan Tunnel is dominated by water-sensitive soil, and the physical and mechanical properties before and after water contact are very different, and under irrigation or rainfall conditions, the existing engineering technology will cause water infiltration, resulting in increased slope weight and attenuation of rock and soil strength, which is not conducive to slope stability. With the help of GeoStudio software, the characteristics of rainfall infiltration law of slope under the action of plantable water interception blind ditch are simulated, and the following conclusions are obtained. Under other conditions being equal, with the increase of rainfall intensity, the position of the local saturation zone formed in the slope body gradually moves away from the slope during the water seepage process. When the rainfall shows an increasing trend with time, the position of the local saturation zone formed by the slope does not change much with time when the rainfall intensity is small, and there is a certain trend of slow upward movement. With the gradual increase of rainfall intensity, the position of the local saturation zone showed a downward trend. When the rainfall decreases with time, the position of the local saturation zone formed by the slope increases with time under the condition of large rainfall intensity, and there is a clear upward trend. With the decrease of rainfall intensity, the position of the local saturation zone also showed a certain downward trend. Through the simulation process, it can be seen that the plantable water interception blind ditch maintains a constant volume of water content in the nutrient soil under the five rainfall conditions established, which can provide a good growth environment for slope protection vegetation. At the same time, the water on both sides of the blind ditch always keeps moving into the ditch, and the water entering the ditch always maintains the trend of migration and excretion to the bottom of the ditch, which has good water interception and drainage capacity.

       

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