2010•Resources Environment & EngineeringRequires access

Analysis of Slope Stability and Treatment of Zhuchanghe Grand Bridge

Lingke Ran

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Abstract

Rock slope is one of the most characteristic engineering geological problems since the 1980s.It's a non-linear and incertitude dynamic system,so the slope stability analysis and evaluation are complex,further study is needed.Based on the example of the slope near Pier 4 of Zhu Changhe grand bridge,the paper simulates the slope stability using the limit equilibrium method and the finite element method,and adopts prestressed cable anchors and anchors in slope reinforcement.It can also provide a reference for stability analysis of the similar slopes.

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Rock slope is one of the most characteristic engineering geological problems since the 1980s.It's a non-linear and incertitude dynamic system,so the slope stability analysis and evaluation are complex,further study is needed.Based on the example of the slope near Pier 4 of Zhu Changhe grand bridge,the paper simulates the slope stability using the limit equilibrium method and the finite element method,and adopts prestressed cable anchors and anchors in slope reinforcement.It can also provide a reference for stability analysis of the similar slopes.

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Available abstract

Rock slope is one of the most characteristic engineering geological problems since the 1980s.It's a non-linear and incertitude dynamic system,so the slope stability analysis and evaluation are complex,further study is needed.Based on the example of the slope near Pier 4 of Zhu Changhe grand bridge,the paper simulates the slope stability using the limit equilibrium method and the finite element method,and adopts prestressed cable anchors and anchors in slope reinforcement.It can also provide a reference for stability analysis of the similar slopes.

Key concepts: Slope stability analysis, Geotechnical engineering, Slope stability, Pier, Stability (learning theory), Finite element method, Bridge (graph theory), Geology

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