ISSN 1000-3665 CN 11-2202/P

    断层破碎带大型滑坡的降雨入渗模式与地下水渗流场研究

    Groundwater seepage field and rainfall infiltration patterns of large-scale landslides within fault fracture zones

    • 摘要: 获取地下水渗流场是揭示滑坡机理、滑坡稳定性评价与防治设计的重要前提。位于断层破碎带内的大型滑坡体渗透性极为不均,导致滑坡地下水渗流场和降雨入渗模式极其复杂,常规勘察手段难以查明。以甘肃省舟曲县坪定-化马断裂带断层破碎带牙豁口大型滑坡为对象,采用地面核磁共振、高密度电法和自然电位法相结合,对滑坡的地下水渗流场进行精细化探测,结合牙豁口滑坡地质模型分析降雨入渗模式及降雨在滑坡失稳中的作用。结果显示:(1)滑坡地下水渗流场被两层滑带划分为第一层滑带之上的坡体单元和第一、二层滑带之间的坡体单元,由于探测时雨季刚过,两个坡体单元均基本处于饱和状态。(2)第一层滑带之上的坡体单元由降雨直接入渗使其饱和;由于滑带是相对隔水层,推断降雨先通过滑坡两侧和后缘断层破碎带优势通道垂直入渗后侧向补给,使第一、二滑带之间的坡体单元逐渐饱和。(3)地下水的动水压力及其对第一层滑带施加的浮托力可能是2009年牙豁口滑坡发生的重要原因。研究成果对断层破碎带滑坡的形成演化机理研究、稳定性评价和防治设计具有一定指导作用。

       

      Abstract: Obtaining the groundwater seepage field is an important prerequisite for revealing landslide mechanisms, stability evaluation, and prevention design. For large landslides located within fault fracture zones, the rock mass exhibits extreme permeability heterogeneity, leading to highly complex groundwater seepage fields and rainfall infiltration patterns that are difficult to clarify using conventional investigation methods. Taking the Yahuokou large landslide in the Pingding-Huama fault zone in Zhouqu County, Gansu Province, as the study object, this research employed surface nuclear magnetic resonance, high-density electrical resistivity tomography, and self-potential method to conduct refined detection of the landslide's groundwater seepage field. Based on the geological model of the Yahuokou landslide, its rainfall infiltration pattern and the role of rainfall in landslide instability was analyzed. The results indicate: (1) The groundwater seepage field of the landslide is divided by two sliding zones into two relatively independent units: the unit above the first sliding zone and the unit between the first and second sliding zones. Since the detection was conducted just after the rainy season, both slope units were nearly saturated. (2) The slope body above the first sliding zone was saturated by direct rainfall infiltration through the slope surface. Due to the sliding zone acting as a relatively impermeable layer, it is inferred that rainfall first infiltrated vertically through preferential pathways along the fault fracture zones at the sides and rear of the landslide, followed by lateral recharge, gradually saturating the slope body between the first and second sliding zones. (3) The dynamic water pressure of groundwater and the buoyant force exerted on the first sliding zone may have been critical factors contributing to the occurrence of the Yahuokou landslide in 2009. This research provides valuable insights into the formation and evolution mechanisms, stability evaluation, and prevention design of landslides in fault fracture zones.

       

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