熊耳山高位碎石土滑坡特征与成因机理研究

    CHARACTERISTICS AND FAILURE MECHANISM OF HIGH-LOCALITY XIONGERSHAN DEBRIS SLIDE

    • 摘要: 高位滑坡从高陡斜坡上部剪出并形成凌空加速坠落,具有运动速度快、危害范围大、冲击破坏力强的特征,严重危害下方基础设施的安全。2023年2月7日,四川省理县熊耳山发生高位滑坡,滑坡后缘高程2413 m,前缘高程1595 m,高差818 m,水平距离1085 m,造成坡脚的通讯和交通基础设施中断。本文通过详细的现场地质调查、无人机数码摄影测量和历史卫星影像分析等手段,研究滑坡灾害特征和成因机理。研究表明滑坡经历了约15 a的3阶段渐进演化过程,即:(1)2008年汶川地震作用导致坡体震裂;(2)2008~2022年间持续干湿循环促使坡体变形渐进发展,变形区由前缘向后逐级牵引扩大;(3)2022年雨季降雨触发滑坡变形加剧、前缘失稳,随后在2023年2月7日滑坡整体失稳。滑移失稳方量约6×104 m3,土体剪出后演化为碎屑流并在斜坡上部的缓坡段堆积,因土体中的块石越过堆积区进入下方陡坡段,形成大范围落石区,最终滑坡区的面积达滑源区面积的66倍。本文研究揭示了峡谷山区高位碎石土滑坡的复杂演化过程和显著的灾害放大效应,表明了重要交通工程沿线开展地质灾害定期巡查,对高位滑坡灾害早识别、早治理的重要性。

       

      Abstract: Landslides initiated near the ridge of a high and steep slope result in a volley fall,characterized by high speed,large hazard areas,and tremendous destruction. They pose immense danger to the infrastructure,human lives,and properties. For example,consider the Xiongershan landslide that occurred on February 7,2023 in the Li county,Sichuan province. The elevation of the crown of the landslide was 2413 m and that of the front edge was~1595 m. The height difference of the landslide was 818 m,and the horizontal distance was 1085 m. The landslide disintegrated and transferred into avalanche debris and rock fall,resulting in the interruption in communication and transportation infrastructures. Based on site investigation,unmanned aerial vehicle photogrammetry,and satellite-image interpretation,this study provides a detailed description of the characteristics and analysis of the failure mechanism of the landslide. The results reveal an approximately 15-years progressive deformation process of the source area of the landslide. The Wenchuan earthquake in 2008 resulted in the formation of fissures and cracks in the slope,which are highly favorable for precipitation infiltration and cause the deterioration of soil masses on the slope. The continuous dry-wet cycle,experienced from 2008 to 2022,resulted in slope deformation and induced a retrogressive failure process of the landslide. Finally,the deformation of the source area of the landslide accelerated during the rainy season of 2022,subsequently resulting in the occurrence of a landslide on February 7,2023. This event caused a slide of approximately 6×104 m3 of soil mass,some of which exited from the source area and transferred into a dry debris slide. The landslide mass eventually deposited on a relatively gentle slope with an average slope gradient of approximately 31°. However,some of the boulders that crossed the accumulation area and entered a steep slope below,formed a large-area rockfall. Therefore,the final landslide area measured 66 times that of the source area. This case study indicates that the landslides that occur on the high and steep slopes may have a long-term prefailure evolution process and could form large-scale disaster chains. Therefore,periodic investigations along important traffic lines are crucial for the early identification and prevention of landslides on high and steep slopes.

       

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