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基于孔隙变化的力学响应方程和尾矿土动态淋溶的实验结果,建立了尾矿沉积土变形的压力-孔隙度-浓度之间的关系,并在此基础上建立了考虑酸溶液作用下尾矿沉积土变形的应力-渗流-化学耦合数学模型。
Based on the experimental results of the dynamic response of pore change and the dynamic leaching of tailing soil, the relationship between the pressure-porosity and the concentration of tailings-deposited soil is established. Based on the experimental results, Stress - Seepage - Chemical Coupling Mathematical Model of Deformation of Deposit Sediment.