Post-earthquake stability and deformations analysis of an existing tailings dam using a nonlinear dynamic analysis with excess pore pressure generation models and the finite element–based limit equilibrium method
Post-earthquake stability and deformations analysis of an existing tailings dam using a nonlinear dynamic analysis with excess pore pressure generation models and the finite element–based limit equilibrium method
Post-earthquake stability and deformations analysis of an existing tailings dam using a nonlinear dynamic analysis with excess pore pressure generation models and the finite element–based limit equilibrium method
Post-earthquake stability and deformations analysis of an existing tailings dam using a nonlinear dynamic analysis with excess pore pressure generation models and the finite element–based limit equilibrium method