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Deformation analysis on slopes around access tunnel exit and the central control building ground in hongping pumped storage power station
Pages: 71-75
Year: Issue:  2
Journal: Hydropower Automation and Dam Monitoring

Keyword:  Storage of Hongping pumpedside slopedeformation analysis;
Abstract: Landslide is a common and major geological disasters,not only brings a major threat to human life and property,but also causes serious impact to many construction. This paper researched slope instability of traffic tunnel entrance with limit equilibrium method and strength reduction FEM method. The stabilities of 4 conditions are analyzed and checked in this paper. That are slope being in natural state without reinforcement,slope being in natural state with reinforcement,slope being reinforced with heavy rain and without earthquake,slope being reinforced without heavy rain and with earthquake.
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