Studies on anti-dip layered rock mass high slope stability model test

According to layered structure of anti-dip rock slope deformation and failure mechanism of the two-dimensional and three-dimensional centrifuge model test, experimental results show that the correct choice of anchor position can inhibit the transfer of the form of toppling failure to give full play the role of anchor, and foot of the slope layered structure of the anti-orientation and stability of slope is critical.