史绪山, 柴波, 杜娟, 等. 2024. 铁峰山背斜构造控滑机制及斜坡破坏模式[J]. 工程地质学报, 32(1):159-169. doi: 10.13544/j.cnki.jeg.2022-0001.
    引用本文: 史绪山, 柴波, 杜娟, 等. 2024. 铁峰山背斜构造控滑机制及斜坡破坏模式[J]. 工程地质学报, 32(1):159-169. doi: 10.13544/j.cnki.jeg.2022-0001.
    Shi Xushan, Chai Bo, Du Juan, et al. 2024. Sliding control mechanism and failure modes of geohazard under the control of Tiefengshan anticline[J]. Journal of Engineering Geology, 32(1):159-169. doi: 10.13544/j.cnki.jeg.2022-0001.
    Citation: Shi Xushan, Chai Bo, Du Juan, et al. 2024. Sliding control mechanism and failure modes of geohazard under the control of Tiefengshan anticline[J]. Journal of Engineering Geology, 32(1):159-169. doi: 10.13544/j.cnki.jeg.2022-0001.

    铁峰山背斜构造控滑机制及斜坡破坏模式

    SLIDING CONTROL MECHANISM AND FAILURE MODES OF GEOHAZARD UNDER THE CONTROL OF TIEFENGSHAN ANTICLINE

    • 摘要: 地质构造对于区域地质灾害的形成和分布具有控制性作用,从地质构造出发探究地质灾害空间规律是开展灾害易发性评价的关键。以万州铁峰山背斜为例,在地质构造和滑坡灾害实测的基础上,将背斜构造分为核部(Ⅰ区)、北西翼(Ⅱ区)、南东翼陡立岩层(Ⅲ区)、岩层倾斜过渡段(Ⅳ区)和万州向斜(Ⅴ区)5个区,分析了各区内背斜构造控制下的岩体结构及其控滑机制和斜坡破坏模式。结果表明:(1)Ⅱ区岩层由临近Ⅰ区的陡倾角快速变化为临近河谷区的中缓倾角顺向坡,主要控滑结构为顺层发育的泥质、炭质软弱层,顺层岩质滑坡发育普遍;(2)Ⅰ区次级褶皱和断层发育,层面、断层和节理面的组合控制着平面或楔形体滑动,滑动方向常指向褶皱枢纽方向;(3)Ⅲ区主要结构面构成岩块与母岩的分割面,存在顺坡向次要结构面或地形起伏时,发生滑移或坠落式落石,并发展上部岩块的连锁滑坠;(4)Ⅳ区天然顺向斜坡坡度小于或等于岩层倾角,当公路开挖时极易引发顺层面或软弱夹层的顺层岩质滑坡;(5)Ⅴ区为近水平产出的砂泥岩互层,泥岩软化和风化、砂岩裂隙或拉槽充水是控制近水平地层岩质滑坡和落石倾倒、坠落的主要原因。滑坡受铁峰山背斜宏观构造和局部构造的双重控制,前者影响着滑坡的分布和破坏模式,后者主宰着控滑结构和滑坡易发程度。研究成果对于川东褶皱带滑坡灾害调查和风险防控具有指导意义。

       

      Abstract: Geological structure determines the formation and development of geohazards in the region. Exploring the spatial distribution law of geological hazards from the perspective of geological structure plays a critical role in landslide susceptibility assessment. Through detailed field surveys of geohazards and geological structures, the study area was divided into five zones. This paper presents an updated interpretation of a study performed on the characterization of structural features and associated hazards posed by rock slope instabilities along the Tiefengshan anticline in Wanzhou, Chongqing. Under the current situation: (1)The dip angle of the bedding plane in the Northwest Wing of the anticline(Zone Ⅱ)slows down rapidly, and the gentle slope is prone to gentle inclined rockslide. (2)Secondary folds and faults are common in the anticline core(Zone Ⅰ). The combination of bedding planes, faults, and joints controls the sliding of the planar or wedge, and the sliding direction often points to the direction of the fold hinge. (3)The main discontinuity sets act as rear release; small collapses mainly occur in the steep slope zone of the southeast wing(Zone Ⅲ)with sliding or falling. (4)The slope of the stratum inclination transition section(Zone Ⅳ) is stable under natural conditions, and instability may involve weakening failure caused by excavation. (5)In Wanzhou syncline(Zone Ⅴ), the geohazards are mainly sub-horizontal translational landslides and unstable rock belts. Tiefengshan anticline strictly controls the failure type, style, and mechanism of disasters. In the process of geohazard investigation, it is necessary to fully understand the regional tectonic features and deepen the critical role in the formation and development of geohazards. The research method has certain guiding significance for the development of regional geohazard investigation and risk assessment.

       

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