ANALYSIS OF SEEPAGE AND STABILITY FOR THE CLAY CORE DAM OF LONGJING RESERVOIR

This paper takes the Longjing reservoir dam as an example to analyze the seepage and stability of reservoir clay core dams. The finite element method is used to examine the seepage. The slope stability is examined with the Swedish circle method and the Bishop method at the clay core dam. On this basis, the paper evaluates the safety of the seepage and the slippage resistivity of the Longjing reservoir dam.