构造混杂岩带软弱基座型滑坡形成机制研究——以白格滑坡为例

    Research on formation mechanism of weak base landslide in tectonic mélange zone: case of Baige landslide

    • 摘要: 中国青藏高原东缘广泛分布构造混杂岩带,常形成软弱基座型斜坡,其在内外动力作用下极易失稳,制约梯级水电开发和交通廊道等国家重大工程的实施。开展构造混杂岩带软弱基座型滑坡形成机制研究是防灾减灾的关键,具有重要的理论价值和现实意义。以白格滑坡为研究对象,通过细致的野外调查、大型土工离心机物理模拟和数值模拟等手段,开展构造混杂岩带软弱基座型滑坡形成机制研究。结果表明:白格滑坡原始斜坡为一典型软弱基座型斜坡,其变形演化过程可分为4个阶段, 即蠕滑压缩变形下错阶段、裂隙及蚀变黏土的发育和扩展阶段、锁固段剪胀隆起阶段、锁固段剪断和滑坡启动阶段。斜坡的岩性组合特征是控制其失稳模式的最根本原因,蛇纹岩带充当软弱基座,在长期的自重应力作用下发生沉降蠕变,导致坡顶沉降,横向裂缝持续发育扩展逐渐贯通,同时上部岩体不断蠕滑挤压下部阻挡的锁固段岩体,使其发生剪胀隆起。随着时间推移,坡内的节理逐步连通,形成滑动面,底部锁固段剪断破裂,连同主要滑动区域的岩土体一同滑动,引发白格滑坡。研究结果可为软弱基座型滑坡防灾减灾提供科学依据。

       

      Abstract: Tectonic mélange zones are extensively distributed along the eastern margin of the Tibetan Plateau in China, and often form soft-base slopes, which are highly prone to instability under both internal and external dynamic forces.Such instability poses significant constraints on the implementation of national strategic projects, including cascade hydropower development and transportation corridors.Investigating the formation mechanisms of soft-base landslides within tectonic mélange zones is therefore crucial for disaster prevention and mitigation, carrying important theoretical and practical significance.Focusing on the Baige landslide, we employ detailed field investigations, large-scale geotechnical centrifuge physical modeling, and numerical simulations to explore the failure mechanisms of soft-base landslides in tectonic mélange zones.The results indicate that the original slope of the Baige landslide is a typical soft-base slope.Its deformation and evolution process can be divided into four stages: creeping compression and downward dislocation, development and propagation of fractures and altered clay, dilatant uplift of the locked segment, and shearing-off of the locked segment and landslide initiation.The lithological combination of the slope is the fundamental factor controlling its failure mode.The serpentinite zone acts as a soft base, undergoing settlement creep under long-term gravitational stress, further leads to subsidence at the slope crest and continuous development and propagation of transverse cracks.Simultaneously, the upper rock mass persistently creeps and compresses the underlying locked segment that obstructs sliding, causing its shearing uplift.Over time, joints within the slope gradually connect, forming a slip surface.Eventually, the locked segment at the base shears off, triggering the Baige landslide along with the sliding of the rock and soil mass in the main slip zone.The findings of this study provide a scientific basis for disaster prevention and mitigation of soft-base landslides.

       

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