The Stability Analysis on Reservoir Bank Slope of Granite Stained Subgrade

Li Chao Wang; Ping Gen Zhou

doi:10.4028/www.scientific.net/AMR.250-253.1711

Paper Titles

Internal Force Analyzing of Plane Frame Structure Based on Interaction Theory
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Behavior of Reinforced Concrete Columns with ‘T’-Shaped Cross Section after Exposure to Fire
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Study on Capillarity Water Rise in Subgrade Soil
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Study on Strength Forming Process of Cement Stabilized Soil
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The Stability Analysis on Reservoir Bank Slope of Granite Stained Subgrade
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Flexural Behavior of Reinforced Concrete Beams Strengthened with Steel Wire Mesh and Polymer Mortar
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Seismic Analysis of Immersed Tube Tunnel for Hong Kong-Zhu Hai-Macao Bridge Project
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Theoretical Analysis of SSCC Floor System of through Truss High-Speed Railway Bridges
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Predicted Behaviour of Partially Restrained Connection with Cold Formed High Strength Steel by 3D Finite Element Modelling
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The Stability Analysis on Reservoir Bank Slope of Granite Stained Subgrade

Abstract:

The limit equilibrium method for rigid body is used to analyze the stability of subgrade reservoir bank slope of granite stained. The sliding of subgrade reservoir bank slope reinforced by dynamic compaction along the interface will not be happened. In the most unfavorable conditions , the sliding surface will be formed inside the stained subgrade, which threatened to the safety operation of the expressway.