At the instant of the occurrence of an earthquake

the conventional prestressed anchor cables tend to break due to the insufficient deformation ability suddenly. Once the failure of the anchor cable occurs

the safety of the entire anchorage structure is endangered. This study aims to investigate the seismic response of the adaptive anchor cables and the corresponding dynamic characteristics of the anchored slope. The experiments for the rock slope with adaptive anchor cables are conducted based on a new type of anti-seismic anchor cable as a prototype and accordingly loaded by the shaking table test system. In the experiments

four kinds of seismic waves are applied

such as sinusoidal wave

Tianjin wave

EI wave and Taft wave. The real-time strain of the cables and corresponding seismic response of the slope are monitored. The results show that the axial force of anchor cables is closely related to the amplitude

type

seismic excitation frequency of the seismic wave. The acceleration and displacement on slope surface are enlarged with different elevations

and the peak acceleration and displacement decrease compared to the rock slope without anchor cables. With different values of preset slipping constant resistance of adaptive anchor cables

the anchor cables produce three slip modes such as non-slip

instantaneous slip and gradual slip. The corresponding time history curves of cable strain and dynamic safety coefficient of the anchored slope are identically different. Under the condition of the cable slipping

the safety coefficient of the slope decreases partially

whereas the safety capacity of the anchored structure is large enough to suit for the large deformation and transient impact loads on the rock slope. Therefore

the experimental results provide references for the study on the roadway slope supporting and anti-seismic design of the adaptive anchor cables in the strong earthquake area.