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Application of electrical resistivity tomography for investigating the internal structure of a translational landslide and characterizing its groundwater circulation (Kualiangzi landslide, Southwest China)

机译:电阻层析成像技术在研究平移滑坡的内部结构和表征其地下水循环中的应用(中国西南部古梁子滑坡)

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摘要

Electrical resistivity tomography (ERT) is a widely used tool in near surface geophysical surveys for the investigation of various geological and engineering problems, including landslides. In this study, the internal structure of the southern region of the Kualiangzi landslide, which is located in Sichuan province, China, was investigated using four ERT profiles, drill cores, and inclinometer data. The characteristics of the groundwater circulation were evaluated from variations in electrical resistivity and groundwater level. The results showed that the sliding surface corresponds to a deep zone with low resistivity and that the sliding material consists of clay, gravelly soil, and weathered sandstone and mudstone. The thickness of the sliding material is 50 m in the main tension trough and decreases to several meters in the direction of sliding. The dip angle of the sliding surface that has low resistivity is generally consistent with that of the bedrock. The groundwater level in the tension trough and in the middle transitional part from hill-country to flat terrain was highest in the landslide. The groundwater level close to the toe front of the landslide was the lowest. The groundwater is recharged by the precipitation and generally drains to the toe front by seasonal springs along the sliding surface. The rapid increment of the groundwater level in the tension trough kept pace with that of the displacement rate after intense rainfall. The improved understanding of internal structure and groundwater recirculation is beneficial for the analysis of the mechanisms of translational landslides and their hazard prevention. (C) 2016 Elsevier B.V. All rights reserved.
机译:电阻层析成像(ERT)是近地地球物理调查中广泛使用的工具,用于调查各种地质和工程问题,包括滑坡。在这项研究中,使用四个ERT剖面,钻芯和测斜仪数据研究了位于中国四川省的瓜梁子滑坡南部地区的内部结构。从电阻率和地下水位的变化评估了地下水的循环特征。结果表明,滑动面对应于低电阻率的深层区域,滑动材料由黏土,砾石土,风化砂岩和泥岩组成。滑动材料的厚度在主张力槽中为50 m,并在滑动方向上减小到几米。具有低电阻率的滑动表面的倾角通常与基岩的倾角一致。在滑坡和从丘陵地带到平坦地形的中间过渡部分中,地下水位最高。靠近滑坡前缘的地下水位最低。地下水通过降水补给,并且通常由季节性泉水沿着滑动面排到脚趾前。暴雨过后,张力槽中地下水位的快速增加与位移速率保持同步。对内部结构和地下水再循环的深入了解有助于分析平移滑坡的机理及其危害。 (C)2016 Elsevier B.V.保留所有权利。

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