陈冲等[6]通过底摩擦实验发现倾斜饱水基底排土场潜在滑移模式为滑塌—牵

Chen Chong et al. [6] found that the potential slip mode of the dumping site on the inclined saturated water base was a collapse-traction-movement failure mode through bottom friction experiments; Wang Jiachen et al. [7] used bottom friction experiments and numerical simulations to find soft —The soft soil layer of the dumping site in steep basement is the inducing factor of deformation and instability; LANNI C, MORADI S, etc. [8, 9] discussed the relationship between the topography of the bedrock sag and the regional pore water pressure and its influence on the slope stability coefficient; ZHAO YY et al. [10] used a centrifugal testing machine to study the influence of substrates with different roughness and different inclination angles on the deformation and failure of dumping sites; MAHANTA A et al. [11] found that there are many types of failure in landfills on inclined surfaces. Establishing retaining walls and laying geotextiles can effectively suppress the deformation of the landfill; ZHAO H et al. [12] revealed the influence of pockmarked blasting parameters on the deformation of the inclined base dump; Zhao Guibin et al. [13] studied the reserved temporary The stability of the bottom coal dumping site along the inclining basement.

Chen Chong et al. [6] found through the bottom friction experiment that the potential sliding mode of waste dump on inclined water saturated base is collapse traction displacement failure mode; Wang Jiachen et al. [7] found that the soft soil layer of soft steep base waste dump is the inducing factor of deformation and instability by combining bottom friction experiment and numerical simulation; Lanni C and moradi s [8,9] discussed the relationship between the topography of bedrock depression and regional pore water pressure and its influence on slope stability coefficient; Zhao y et al. [10] studied the effects of substrates with different roughness and inclination on the deformation and failure of waste dump by using centrifugal testing machine; Mahanta et al. [11] found that there are many forms of damage in landfills with inclined surface. The establishment of retaining walls and the laying of geotextiles can effectively inhibit the deformation of landfills; Zhao h et al. [12] revealed the influence law of pockmarked blasting parameters on the deformation of inclined base waste dump; Zhao Guibin et al. [13] studied the stability of the dump on the inclined base with reserved temporary bottom coal.<br>

Chen Chong et al. [6] found through the bottom friction experiment that the potential slip mode of inclined saturated basement dump is slump-traction-push failure mode. Wang Jiachen et al. [7] found that the soft soil layer of the soft-steep base dump is the inducing factor of deformation and instability by combining the bottom friction experiment with numerical simulation. LANNI C, MORADI S et al [8, 9] discussed the relationship between topography of bedrock depression and regional pore water pressure and its influence on slope stability coefficient. ZHAO Y Y et al. [10] applied centrifugal experimental machine to study the influence of different roughness and different inclination angles on the deformation and failure of dump. MAHANTA A et al. [11] found that there are many failure forms in the landfill on the inclined surface, and the deformation of the landfill can be effectively restrained by setting up retaining walls and laying geotextiles. ZHAO H et al. [12] revealed the influence of pits blasting parameters on the deformation of inclined basement dump. Zhao Guibin et al. [13] studied the stability of dumping ground with temporary bottom coal reserved.