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In order to ensure the safety of dams of Fuhuashan reservoir operation, anti-slide stability of whole sections of the main dam and the secondary dam were analyzed by Swedish circle method and simplified Bishop method. The minimal safety factor of stability and the most dangerous slip circle were determined for cross sections not meeting stability requirements. The probable causation was analyzed,...
Based on the particular case of Fuhuashan Reservoir, a seepage stability evaluation for dams of Fuhuashan Reservoir was carried out comprehensively by analysis of monitored data of the main dam, seepage field of two dams with finite element method (FEM) and analysis of their operation behaviors. The result shows that the seepage stability of abutments of the main dam cannot reach the technical criteria...
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