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Current numerical platforms rarely consider the effect of grain breakage in the design of sandy soil foundations.
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We present a numerical platform named Structured and Unstructured grid Relocatable ocean platform for Forecasting (SURF).
The developed numerical platform is able to simulate combined bone internal and external remodeling at both trabecular and macroscopic scales.
The algorithm is implemented together with a Finite Volume/Staggered Grid algorithm in the numerical platform PeliGRIFF.
The developed FE models can serve as a numerical platform for performance prediction of RC deep beams with openings strengthened in shear with CFRP composites.
This is the main reason why the structure of quasicrystal coating can't be calculated accurately and stably by various numerical platform.
Such a generalized modeling approach is expected to benefit oceanographers in solving multiscale ocean-related problems by using various coordinate systems on the same numerical platform.
Discrete Element Method (DEM), a well-known computational method for simulating large deformation and cracking issues, is utilised as a numerical platform to facilitate the implementation of the proposed cohesive model.
From the results obtained it can be said that the device shows interesting heat recovery and storage capacities, while the numerical platform shows promising comparison results against the experiments.
The proposed findings demonstrate the capability of this numerical platform to proper design of pile foundation in sandy soils and highlight the interplay between stress dilatancy and grain breakage mechanisms during pile penetration processes.
The special topic on systematic study of the variation regularity of dust movement and dust distribution is presented with hybrid ventilation for the comprehensive mechanized heading face: Euler Euler method was firstly established on the numerical platform for gas solid two phase flow in a laneway.
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