上述研究通过物理模型试验、数值分析、理论推导主要研究了倾角不变的条件下

The above-mentioned research mainly studies the deformation and failure laws of dumps under the condition of constant inclination angle through physical model test, numerical analysis, and theoretical derivation. There are few studies on variable inclination angle basement. This paper uses limit equilibrium method, similar simulation, and numerical simulation to study the The stability and deformation law of the dumping site at the dip angle, combined with the example analysis of the Luzigou anticline of the Anjialing Open-pit Mine, provides a reference for the construction of dumps and garbage dumps with similar geological conditions.

Through physical model test, numerical analysis and theoretical derivation, the above research mainly studies the deformation and failure law of waste dump under the condition of constant inclination. There is little research on variable inclination base. In this paper, the stability and deformation law of waste dump with variable inclination base are studied by limit equilibrium method, similarity simulation and numerical simulation, Combined with the example analysis of luzigou anticline in Anjialing Open pit mine, it provides reference for the construction of waste dump and garbage dump under similar geological conditions.<br>

The above research mainly studies the deformation and failure law of the dump under the condition of constant dip angle through physical model test, numerical analysis and theoretical deduction, while the research on the base with variable dip angle is less. In this paper, the stability and deformation law of the dump with variable dip angle are studied by using limit equilibrium method, similar simulation and numerical simulation, and an example analysis is made with the Luzigou anticline of Anjialing Open-pit Mine, which provides reference for the construction of dump and garbage dump with similar geological conditions.