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A numerical 3D finite difference code is employed to identify adequate approximations of the distribution of normal stresses along the failure surface, with results showing that linear stress distributions along the failure surface are needed to obtain improved results in the case of weaker rock masses.
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For the numerical analysis, the finite element code is employed to obtain the domain of combined stability.
A finite difference code is used to solve the equations, and the MPI library is used for parallelization.
The finite difference code SOFI2D was employed to model ultrasonic waves propagating through a laboratory sample.
The finite difference method is employed to solve the mathematical model.
The finite difference method is employed to solve coupled algebraic and ordinary differential equations.
A three-dimensional finite difference analysis is employed to simulate the RFA treatment.
A finite difference method is employed to solve the normalized equations governing momentum, heat and mass transports.
The finite difference method is employed to solve the resulting system of nonlinear partial differential equations.
A finite difference code was validated against the lateral earth pressures and backfill strains observed in the tests.
Furthermore, the two-level General Coarse Mesh Finite Difference (GCMFD) acceleration method is employed to accelerate the MOC code.
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