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Exact(6)
Laboratory and full-scale tests and numerical modeling were conducted to develop and implement the concept.
The empirical methods, field tests and numerical modeling were employed to determine rock mass properties.
The results of the numerical modeling were analyzed to select the proper support system for each underground opening.
In the work presented here, experiments and numerical modeling were used to investigate the room-temperature formability of AA5182-O alloyloy sheet (1 mm thick) at high strain-rates using the electro-hydraulic forming (EHF) technique.
In this study displacement based direct back analysis using continuum and discontinuum numerical modeling were applied and geomechanical properties of rocks, stress ratio and joints parameters were identified and then calculated parameters were compared with the initial design parameters.
The results of numerical modeling were calibrated by changing different elastic properties and parameters of rock within a reasonable range to match the predicted subsidence using the empirical models.
Similar(54)
Numerical modeling is base on exact modeling and Real parameters.
Numerical modeling was performed by using the 3D finite-difference time-domain (FDTD) method (Lumerical Inc).
Analytical and numerical modeling is employed to contrast the equilibration processes in an ice-covered versus ice-free gyre.
The results of numerical modeling are compared with experimental data.
In order to fill this gap, numerical modeling is necessary.
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