Firstly

it is analyzed bond mechanism between anchor and soil in anchor slope under dynamic loads; then a simplified dynamic model of interaction between anchor and soil is proposed; and a dynamic responses analytical solution to anchor and soil system is deduced. According to this simplified dynamic model of anchor and soil

a numerical model of anchor slope is established by ANSYS program. And the effects of anchor parameters

such as elasticity modulus

cross-section area

length

space on seismic performances

such as displacement

acceleration

stress of anchor slope under the effect of seismic load are analyzed. Analysis results indicate that the anchor parameters have different effects on seismic performance of anchor slope. Increasing anchor cross section area is able to improve seismic stability of slope effectively; and decreasing anchor space is also beneficial for improving seismic performance of anchor slope; while changing elasticity modulus and cross section area have little effect on enhancing seismic performance of slope

instead increasing elasticity will play negative role for improving seismic performance of anchor slope. These conclusions may provide some references for anchor slope seismic design.