金沙江矮子沟巨型古滑坡形成机制及运动过程研究

Formation mechanism and motion processes of the Aizigou giant paleolandslide,Jinshajiang river

  • 摘要: 通过详细的野外调查,并结合遥感解译、室内试验以及数值模拟等手段,对矮子沟巨型古滑坡的基本特征、形成机制及运动演化过程进行了深入研究。矮子沟古滑坡的形成条件为:滑坡剪出口与坡脚之间存在巨大的高差,为滑坡的形成创造了良好的临空条件;顺向岸坡结构以及坡体内发育的多组控制性结构面是滑坡发生的结构基础;玄武岩系中的凝灰岩软弱夹层削弱了岩体的完整性,地表水及地下水长期入渗,水的软化作用降低了软弱夹层的抗剪强度;地震作用是造成岩体最终滑动失稳的关键因素。该滑坡的动力学过程可划分为四个阶段:① 启程活动阶段。斜坡地形效应使得地震波在斜坡上部表现出异常放大现象,当短时间内积聚的振动能量超过岩土体的强度时,易形成高位滑坡,滑坡的变形破坏机制为拉裂-滑移;② 近程活动阶段。近3.82×108 m3的滑坡物质高位高速下滑,与矮子沟右岸坡体发生猛烈碰撞后进一步碎裂解体;③ 高速远程碎屑流阶段。碎屑流继续沿矮子沟高速运动约3 km;④ 堆积堵江阶段。滑坡物质最终形成体积为2.73×108 m3的巨型堰塞坝,堵塞金沙江并形成堰塞湖,其回水区域向上游延续75 km至格勒一带。对金沙江矮子沟口上游河段采集到的堰塞湖沉积物进行光释光测年,结果指示该古滑坡发生于距今2.5万年左右。

     

    Abstract: The Emeishan basalt group widely distributed in southwestern China is often considered as an ideal place for building large hydropower dams due to its deep canyon landforms. Historically, the large-scale high-position and long-distance landslides in Emeishan basalt have caused a large number of casualties, property damage and far-reaching environmental effects. Currently, there is no deep and systematic research for the development process of such landslides over the world, and it is still difficult to objectively access the risk of large-scale high-position landslides in southwestern China. Therefore, the study on the formation mechanism of large-scale high-position and long-distance landslides in Emeishan basalt has significant scientific and practical implication.  The Aizigou paleolandslide, which represents a typical large basalt high-speed remote landslide, is located in the Liucheng section of the Lower Jinshajiang river, southwestern Sichuan Province, China. Geological investigation and interpretation of remote sensing imagery, in addition to experiments, numerical simulation, and geochronological dating were used to determine the formation mechanism and motion process of the landslide. Four factors were critical: a substantial height difference between the landslide shearing surface and the foot of the slope, multiple structural defects within the rock mass, a tuff intercalation in the basaltic series with long-term softening due to surface water and groundwater, and seismic activity. The dynamic behavior of the landslide is divided into four stages as follows. ① Seismic waves in the upper part of the slope were significantly amplified by the topography of the mountain. When the accumulation of vibrational energy over a short time period exceeded the strength of the rock mass, the landslide was formed easily. Accordingly, the deformation and failure mechanism was sliding and fracturing. ② Landslide materials with a volume of approximately 3.82×108 m3 slid down from a high position at a high velocity, after which they disintegrated into a debris flow after colliding with the mountainside on the right bank of Aizigou valley. ③ The high-speed debris flow moved approximately 3 km downstream within Aizigou valley. ④ Landslide materials blocked the Jinshajiang river, thereby forming a large barrier dam with a volume of 2.73×108 m3 and establishing a dammed lake behind the barrier dam; its backwater region reached 75 km upstream. An analysis of the landslide-dammed lake deposit samples via optically stimulated luminescence reveals that the landslide occurred approximately 25 thousand years ago.

     

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