STUDY ON DEFORMATION AND STABILITY FOR JOINTED ROCK SLOPE WITH ELASTO-VISCO-PLASTIC MODEL
裂隙岩质边坡的弹粘塑性变形及稳定性分析

The block element method (BKEM) and elasto-visco-plastic model are adopted to analyze the deformation and stability of jointed rock slope. BKEM is used to simulate the discontinuous deformation of jointed rock,and the elasto-visco-plastic modeling used in contacted element to investigate the rheological deformation and stability of slope. The computed results show that the method is feasible.