Based on the finite element model and shaking table test

the laws of seismic dynamic response and failure mode influenced by underground water are studied.The test results show the safety factors calculated by the Chinese specification are conservative compared with the Japanese specification based on the pseudo-static method.With the increase of groundwater

the maximum horizontal displacement of slope shows increasing trend

and reaches maximum horizontal displacement on the top of the slope

and the displacement under near-field earthquake is greater than that under far-field earthquake.The maximum accelerations at the top of slope show decreasing tend with the increase of groundwater

which shows that the existence of groundwater damps vibration.Without considering the groundwater

the destruction of slope is mainly the circular shearing damage through the slope toe

while the destruction is not yet through the slope toe

but from a point on the front of slope.Finally

based on the comparison of shaking table test and the numerical simulation

the accuracy of numerical simulation results of this paper are verified.