西藏易贡滑坡源区坡体赋存的地质结构及其滑动模式

西藏易贡滑坡源区BH01、BH02与BH03斜坡体呈不稳定状, 严重威胁下游工程设施安全。为防控源区坡体再次高位滑动致灾, 亟待开展斜坡赋存的地质结构及变形趋势分析。文章基于2 m精度的Pleiades数字高程模型及地形影像, 厘定了定量地貌学、地质构造与滑坡学3方面证据, 确定易贡滑坡源区具有前缘叠瓦式逆冲断裂区单面山、逆冲断裂区块体、走滑断裂区块体、走滑断裂区北东向拉裂槽4个次级斜坡单元。现场地质调查发现源区坡体内发育倾向南东、南西两组主控结构面, 这两组结构面是滑坡前缘逆冲断裂、后缘走滑断裂渐进活动的结果。与山脊近直交的北东向拉裂槽可能与晚期东西伸展变形背景相关。研究认为在地质构造影响下, 易贡源区斜坡沿着北东向拉裂槽下延结构面呈现多级、多期次深层滑移, 具有岩质滑坡蠕滑-拉裂-剪断型滑动机制。依据源区拉裂缝扩展的深度判断, 源区BH02坡体具有潜在加速滑移风险, 且BH03坡体亦不稳定。 

The geological structure and sliding mode of the slopes in the Yigong landslide source area,Tibet

The unstable slopes of BH01, BH02, and BH03 in the Yigong landslide source area in Tibet threaten the safety of major engineering facilities downstream. In order to prevent and control the disaster risk caused by the high-elevation sliding of blocks, it is urgent to analyze the geological structure of the slope in the above-mentioned source area and their deformation trends. Based on the Pleiades digital elevation model with a precision of 2 m and its topographical shadow, this paper draws up evidence from three aspects: quantitative geomorphology, geological structure, and landslide science. In addition, it is preliminarily determined that the source area of the Yigong landslide has four secondary slope units, including the cuesta in the front imbricated thrust-fault zone, the block in the thrust-fault zone, the block in the strike-slip fault zone, and the NE-trending rift zone. There are two primary control structural planes in the slope, dipping southeast and southwest, respectively. The geological survey of the line has confirmed that the above two groups of structural planes are related to thrust faults and strike-slip faults in the imbricated nappe. The NE-trending rift crosscutting the ridge may be related to the recent EW-extensional deformation of the nappe. With the above-mentioned geological structures, the slopes in the Yigong landslide source area show multi-stage and multi-phase deep sliding along the NE-trending rift zone and have the creep-tension-shear sliding mechanism with rock landslide. According to the extension depth of the tensile fractures in the source area, the BH02 block has the potential risk of accelerated slippage. Moreover, the BH03 block is also unstable.