Reactivation mechanism of a deep-seated landslide along fault zones in Baihetan reservoir area

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2024-11-09 DOI:10.1007/s10064-024-03998-y
Taiyi Chen, Guangli Xu, Chengyun Li, Hong Peng, Bingqian Wang
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Abstract

Many reservoir landslides have started undergoing rapid deformation in the Baihetan Reservoir region (BRR) by the complex structural background and initial impoundment, posing a significant risk to human life and infrastructure. In order to understand the intrinsic relationships between the geological structure, reservoir water, and landslide deformation, a detailed analysis of the Gengdi landslide along fault zones during the first water level circulation fluctuation in the BBR was conducted. The investigation was conducted systematically by means of comprehensive in situ monitoring, drilled cores, adit, high-density resistivity method, field investigations and engineering mapping, and aerial photographs. The Gengdi landslide showed a characteristic type of bending flowing and fracturing. The shear outlets of the landslide are the top and bottom of the fault gouge respectively. Hydrodynamic pressure and fault gouge softening are the trigger factors of the landslide. The main deformation of the landslide was along a deep fault zone. The maximum rate of landslide deformation occurred during the period when the reservoir water level fluctuation between the top and bottom of fault gouge. The findings revealed that the reservoir water level fluctuation caused the compression of the fault gouge and dragged the upper rock mass of fault zone. This study provided a detailed geological model for the formation of the landslide in fault zone. The likelihood of large-scale landslides is significantly high with the current deformation rate of the Gengdi landslide. Therefore, the analysis of reactivation mechanism and control of this type of landslide should be strengthened.

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白鹤滩库区沿断层带深层滑坡的再活化机制
白鹤滩库区在复杂的构造背景和初期蓄水的作用下,许多库区滑坡开始发生快速变形,对人类生命和基础设施造成了极大的威胁。为了了解地质构造、库水和滑坡变形之间的内在关系,对白鹤滩库区第一次水位环流波动期间沿断层带的耿地滑坡进行了详细分析。通过全面的原位监测、钻孔岩芯、取土槽、高密度电阻率法、野外调查和工程测绘以及航空摄影等手段,对耿底滑坡进行了系统调查。耿底滑坡呈现出弯曲流动和断裂的特征类型。滑坡的剪切出口分别位于断层破碎带的顶部和底部。水动力压力和断层破碎带软化是滑坡的触发因素。滑坡的主要变形沿深断层带进行。滑坡的最大变形率发生在水库水位在断层破碎带顶部和底部之间波动期间。研究结果表明,水库水位波动引起了断层破碎带的压缩,并拖拽了断层破碎带的上部岩体。这项研究为断层带滑坡的形成提供了详细的地质模型。以耿地滑坡目前的变形速度,发生大规模滑坡的可能性极大。因此,应加强对这类滑坡的再活化机理分析和控制。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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