2007Shuitu baochi yanjiuRequires access

The Monitoring and Control of Typical Landslide in Three Gorges Reservoir Area

Fei Wu

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Abstract

Based on the structure and deformation characteristics of the Huoshitan landslide,the causes of landslide formation were analyzed.The monitoring to earth transmutation,ground water line,deep slide mass displacement and macroscopic state have actualized for Huoshitan landslide.According to the monitoring data and taking the impoundment of Three Gorges reservoir into account,the Huoshitan landslide was under unstable state.The landslide is in critical creeping motion or at the unsteady state after impoundment of reservoir.Considering the practical situation and the study of treatment for against slope,the backfill toe weight and drainage system are adopted to keep the slide mass stable.

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What this paper is about

Based on the structure and deformation characteristics of the Huoshitan landslide,the causes of landslide formation were analyzed.The monitoring to earth transmutation,ground water line,deep slide mass displacement and macroscopic state have actualized for Huoshitan landslide.According to the monitoring data and taking the impoundment of Three Gorges reservoir into account,the Huoshitan landslide was under unstable state.The landslide is in critical creeping motion or at the unsteady state after impoundment of reservoir.Considering the practical situation and the study of treatment for against slope,the backfill toe weight and drainage system are adopted to keep the slide mass stable.

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Available abstract

Based on the structure and deformation characteristics of the Huoshitan landslide,the causes of landslide formation were analyzed.The monitoring to earth transmutation,ground water line,deep slide mass displacement and macroscopic state have actualized for Huoshitan landslide.According to the monitoring data and taking the impoundment of Three Gorges reservoir into account,the Huoshitan landslide was under unstable state.The landslide is in critical creeping motion or at the unsteady state after impoundment of reservoir.Considering the practical situation and the study of treatment for against slope,the backfill toe weight and drainage system are adopted to keep the slide mass stable.

Key concepts: Landslide, Three gorges, Geology, Drainage, Geotechnical engineering, Deformation monitoring, Landslide classification, Displacement (psychology)

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