青藏高原缝合带某陡倾顺层斜坡变形破坏模式与机制

    DEFORMATION AND FAILURE MODE AND MECHANISM OF A STEEP INCLINED LAYERED SLOPE IN THE SUTURE ZONE OF THE QINGZANG PLATEAU

    • 摘要: 受印度板块强烈构造挤压,青藏高原快速隆升,河流下切,青藏高原盆周山区形成了大量的高陡岩质斜坡。现有调查发现缝合带内斜坡高度远超以往研究案例,变形破坏特征极为复杂,无法利用单一模式进行概括,影响变形破坏的因素不清,制约着斜坡稳定性精准预测。本研究以我国青藏高原东构造结缝合带内某陡倾顺层斜坡为例,开展平硐编录和岩体结构分析,结合变形现象高程分布,将斜坡变形体划分为3个区域:(Ⅰ)中上部倾倒-蠕滑变形区、(Ⅱ)中部浅表滑移-深部拉裂区、(Ⅲ)下部深部折断-倾倒-蠕滑变形区,同时建立了斜坡变形强烈程度的分区指标,结合地质力学和工程地质类比法总结了斜坡变形破坏特征和变形破坏模式,并进行了地质成因分析,阐述了斜坡演化过程。研究结果表明:(1)斜坡变形破坏模式主要有弯曲倾倒-蠕滑拉裂和滑移-溃曲倾倒-蠕滑拉裂两种复合型式。(2)斜坡变形体产生超深层大规模失稳的可能性不大。但是根据坡体的变形破坏演化趋势分析,随着强倾倒变形区内的折断面逐渐贯通,后期会形成滑面深度范围在80~150 m的中大型滑坡。本文成果可为高山峡谷区该类坡体结构斜坡的稳定性分析研究提供理论参考。

       

      Abstract: This study addresses the ongoing northward compression of the Indian Plate, which drives the rapid uplift of the Qinghai-Tibet Plateau, while subsequent river erosion has carved steep bedrock slopes across the surrounding mountain ranges. Slopes in the suture zone are notably higher than those recorded in earlier studies of the southwestern mountains. Their deformation patterns cannot be explained by a single model; these slopes fail in complex ways with poorly understood triggers, making it challenging to predict their stability accurately. This study focused on a steep inclined layered slope located at the Yarlung Zangbo River suture zone in the southeastern Qinghai-Tibet Plateau. Through an in-depth investigation of the regional geological setting, the slope deformation mass was categorized into three distinct zones based on elevation-dependent deformation features: (Ⅰ) toppling-creep deformation zone; (Ⅱ) superficial slip-deep tensile fracture zone; (Ⅲ) deep fracture-toppling-creep deformation zone. By integrating geological genesis analysis, the evolutionary process of slope deformation was elucidated. Key findings include two composite deformation-failure modes: (1) toppling-bending and creep-cracking; (2) sliding-collapse combined with buckling and creep-cracking. While large-scale ultra-deep instability is unlikely, progressive fracturing in zones of intense toppling deformation may lead to medium-to-large landslides, with potential slip surfaces ranging from 80 to 150 m in depth. The results provide theoretical insights for the stability assessment of similar high-altitude slopes with complex structural configurations.

       

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