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Journal of Changjiang River Scientific Research Institute. 2024, (02) Core

Seepage and Creep Coupling of Landslide Soil under Reservoir Water ActionChinese Full Text

WANG Li;SUN Wen-duo;WANG Shi-mei;HU Qiu-fen;CHEN Yu-shan;NAN Fang-yun;Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education, China Three Gorges University;College of Civil Engineering ＆ Architecture, China Three Gorges University;Badong National Observation and Research Station of Geohazards, China University of Geosciences;Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education, Hohai University;

Abstract: The deformation of reservoir landslides exhibits a significant coupling effect between seepage and creep. In this study, we investigated the influence of seepage on creep and the impact of deformation on seepage using a self-developed seepage and creep coupling triaxial apparatus. By redesigning and improving the GDS triaxial apparatus, we conducted seepage and creep coupling tests with precise control and measurement. Our findings reveal that under the influence of seepage, the volume deformati... More
Keywords：

reservoir landslide; creep; seepage; fluid-solid coupling; volumetric strain;

  • Series：

    (C) Architecture/ Energy/ Traffic/ Electromechanics, etc; (A) Mathematics/ Physics/ Mechanics/ Astronomy

  • Subject：

    Geology; Industrial Current Technology and Equipment; Hydraulic and Hydropower Engineering

  • Classification Code：

    P642.22;TV221.2

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