ISSN 1000-3665 CN 11-2202/P
    任新红, 郭永春, 王清海, 孙金辉, 彭辉. 覆盖型岩溶潜蚀塌陷临界裂隙开度模型试验研究[J]. 水文地质工程地质, 2012, 39(5): 84-87.
    引用本文: 任新红, 郭永春, 王清海, 孙金辉, 彭辉. 覆盖型岩溶潜蚀塌陷临界裂隙开度模型试验研究[J]. 水文地质工程地质, 2012, 39(5): 84-87.
    RENXin-hong, . Experiment research of the critical fissure width of collapse of covered karst during underground erosion[J]. Hydrogeology & Engineering Geology, 2012, 39(5): 84-87.
    Citation: RENXin-hong, . Experiment research of the critical fissure width of collapse of covered karst during underground erosion[J]. Hydrogeology & Engineering Geology, 2012, 39(5): 84-87.

    覆盖型岩溶潜蚀塌陷临界裂隙开度模型试验研究

    Experiment research of the critical fissure width of collapse of covered karst during underground erosion

    • 摘要: 通过模型试验和理论分析,研究了裂隙开度对覆盖型岩溶潜蚀塌陷的影响及其变化规律。结果表明,临界裂隙开度是覆盖型潜蚀塌陷的关键控制因素,受覆盖层土质、密实度、临界水力梯度等因素的影响,初步提出了临界裂隙开度的估算方法。

       

      Abstract: Based on the experiment and theoretical studies, the relationship between the collapse of covered karst during underground erosion and the fissure width of the limestone was examined. The results show that the critical fissure width is the key factor for the collapse of covered karst due to underground erosion. In the meanwhile, the types of covered soils, compactness, and critical hydraulic gradient are also important. The assessment method of critical fissure width was set up.

       

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