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The developed boundary surface is employed to calculate the factor of safety against liquefaction occurrence.
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From early times, the characteristic semicircular horseshoe arch and rich, nonrepresentational decoration of surfaces were employed.
The last boundary surface is set as pressure outflow.
For the resolution of the irregular boundary an iterative embedded boundary method is employed.
A simply supported boundary condition is employed.
In this case the fixed fixed boundary condition is employed.
The boundary of the half-space is modeled as a material surface, for which the Gurtin Murdoch theory for surface elasticity is employed.
Simultaneously, a frequency domain boundary element method is employed for the numerical simulation of transient pulses interacting with surface breaking cracks.
The boundary element method (BEM) is employed to model the fluid domain, and a boundary integral formulation with a half-space fundamental solution is used to satisfy the Dirichlet boundary condition on the free water surface exactly.
A combined grain boundary and grain mesh structure is employed for simulating surface hardening and intergranular cracking resulting from a surface gas/solid carbon diffusion and bulk creep interaction by assuming variations in their strength ratios.
Free surface and absorbing boundary conditions are employed for the top surface (z = 0 km) and the other three boundaries of the computation area, respectively; these conditions avoid numerical divergence and numerical dispersion.
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