杨虎锋, 贺江坤, 邢本聪, 等. 2022. 青藏高原东缘乱石包滑坡塘发育特征及成因机制[J]. 工程地质学报, 30(5): 1573-1582. doi: 10.13544/j.cnki.jeg.2022-0445.
    引用本文: 杨虎锋, 贺江坤, 邢本聪, 等. 2022. 青藏高原东缘乱石包滑坡塘发育特征及成因机制[J]. 工程地质学报, 30(5): 1573-1582. doi: 10.13544/j.cnki.jeg.2022-0445.
    Yang Hufeng, He Jiangkun, Xing Bencong, et al. 2022. Development characteristics and formation mechanism of Luanshibao Landslide ponds in eastern margin of Tibetan Plateau[J]. Journal of Engineering Geology, 30(5): 1573-1582. doi: 10.13544/j.cnki.jeg.2022-0445.
    Citation: Yang Hufeng, He Jiangkun, Xing Bencong, et al. 2022. Development characteristics and formation mechanism of Luanshibao Landslide ponds in eastern margin of Tibetan Plateau[J]. Journal of Engineering Geology, 30(5): 1573-1582. doi: 10.13544/j.cnki.jeg.2022-0445.

    青藏高原东缘乱石包滑坡塘发育特征及成因机制

    DEVELOPMENT CHARACTERISTICS AND FORMATION MECHANISM OF LUANSHIBAO LANDSLIDE PONDS IN EASTERN MARGIN OF TIBETAN PLATEAU

    • 摘要: 滑坡形态要素及发育特征研究是古(老)滑坡野外调查和遥感影像识别以及复杂艰险山区基础设施选线(址)工程地质研究的重要内容。青藏高原东缘地质环境条件复杂,在内外动力地质作用下该区域发育有大量古(老)滑坡体。本文以位于青藏高原东缘毛垭坝盆地的大型老滑坡——乱石包滑坡为例,以滑坡塘形态要素为研究对象,综合利用无人机摄影测量技术、水文地质调查、自然电位地球物理勘探以及渗流数值模拟等研究方法,探明了乱石包滑坡塘形态要素几何特征和渗流发育特征并揭示了其成因和演化机制。研究结果表明乱石包滑坡发生后在滑坡后缘平台和主滑壁处形成低洼地形,地下水沿该处发育的理塘—德巫断裂产生泉水出露,地下水持续补给最终形成体积约为5505 m3的大型滑坡塘,最大水深位于滑坡塘西侧,深度约为2 m。滑坡运动过程中在滑坡后缘平台下部形成次级滑壁,在上部滑坡塘高水头长期作用下,物质结构松散破碎的滑坡后缘平台西侧坡体内形成内部渗流并在陡峭的次级滑壁中部产生泉水出露,进而在下部滑坡洼地处形成体积约为35 m3的小型滑坡塘。长期渗流作用下,堆积体内部存在渗流潜蚀风险,建议后期针对次级滑壁上泉水出露点的渗流潜蚀速率开展长期观测研究,为乱石包滑坡塘演化研究提供重要依据。

       

      Abstract: The morphological elements and development characteristics of landslides are important contents of the field investigation and remote sensing image identification of ancient landslides, and the engineering geology analysis of infrastructure route/site selection in mountainous areas. Due to the complex geological environment, there are a lot of ancient landslides in the eastern margin of the Tibetan Plateau under the internal and external dynamic geological actions. This paper takes Luanshibao Landslide, a large ancient landslide in Maoyaba Basin in the eastern margin of Tibetan Plateau, as an example to study the morphological elements of landslide ponds. It uses the UAV photogrammetry technology, hydrogeological survey, spontaneous potential geophysical exploration and seepage numerical simulation. It explores the geometric characteristics and seepage development characteristics of the Luanshibao Landslide ponds. It further reveals the development characteristics and formation mechanism of the Luanshibao Landslide pords. The results show that low-lying terrain is formed on the platform and main scarp of the landslide after the occurrence of Luanshibao Landslide. The groundwater along the Litang-Dewu fault produces spring water and surface runoff. The continuous recharge of groundwater eventually forms a large landslide pond with a volume of 5505 m3. The maximum water depth is 2 m on the west side of the landslide pond. In the process of landslide movement, the secondary scarp is formed under the platform at the back edge of landslide. The long-term action of the high waterhead of the upper landslide pond leads to the internal seepage in the loose and broken material structure of the slope body on the west side of the back edge of the landslide. A spring appears in the middle of the steep secondary scarp, and then forms a small landslide pond with the volume of 35 m3 at the low-lying terrain. Under the action of long-term seepage, there is a potential seepage erosion risk in the accumulation body. It is suggested to carry out a long-term observation research on seepage potential erosion rate of spring point at secondary sliding wall in the later stage, which provides an important basis for the evolution of Luanshibao Landslide ponds.

       

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