Dynamic response of full-length bonded anchor cable in rock slope

The research on the anchoring mechanism of slope anchor cable under earthquake action is not in-depth. Therefore, it has become an urgent problem in engineering practice to study seismic characteristics system and then realize optimal design anchoring. In this paper, dynamic response a rock strengthened with full-length bonded studied by centrifuge model test. It found that internal structure important effect length cable. structural surface will lead increase effective anchorage length, stress concentration occur at surface. This provides some references for optimization traditional theory.