Numerical Analysis of the Anti-seepage Effect of Solidified Mortar Anti-seepage Walls in Reservoir Dams under Different Working Conditions
A seepage prevention and reinforcement plan for the Gudong Reservoir dam in Dongying,Shandong is proposed,and numerical calculations are conducted on the seepage and stability of the reinforced dam.The results indicate that the solidified mortar anti-seepage wall scheme can effectively solve the problem of dam leakage,and after reinforcement,the outflow ratio under the designed water storage level is lower than the allowable permeability ratio.Under the condition of a sudden drop in water level,the internal pressure head line of the dam decreases and the safety coefficient increases to 1.40;Under seismic loading conditions,the safety factor is increased to 1.32～1.44.The safety factor of the reinforced dam meets the standard value,ensuring that it meets the anti-seepage requirements of the dam.The safety factors of each working condition also meet the standard requirements,providing reliable reference for similar reinforcement projects.
dam foundation leakagesolidified mortar anti-seepage wallnumerical analysisseepage calculationsafety factor
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