Lattice Boltzmann method for consolidation analysis of saturated clay
作者机构：Faculty of GeologyKim Il Sung UniversityPyongyang 999093Democratic People’s Republic of Korea Faculty of Global Environmental ScienceKim Il Sung UniversityPyongyang 999093Democratic People’s Republic of Korea
出 版 物：《Journal of Ocean Engineering and Science》 (海洋工程与科学（英文）)
年 卷 期：2019年第4卷第3期
页 面：193-202页
核心收录：
学科分类：07[理学] 0701[理学-数学] 070101[理学-基础数学]
基 金：National Committee of Science and Technology
主 题：Saturated clay Lattice Boltzmann method Consolidation Time-dependent loading
摘 要：The lattice Boltzmann method(LBM)has been widely employed in various areas of practical engineering to solve non-linear problems,due to such advantages as the simplicity of programming and the numerical *** this paper,a new numerical method for onedimensional(1D)consolidation analysis of saturated clay is proposed on the basis of the lattice Boltzmann *** first,the lattice Bhatnagar-Gross-Krook(LBGK)model is used for 1D consolidation problem of saturated clay subjected to time-dependent loading under different types of initial and boundary *** addition,the multiscale Chapman-Enskog expansion is applied to recover mesoscopic lattice Boltzmann equation to macroscopic consolidation *** a result of the numerical simulation for verification,the numerical results are proved to be in good agreement with the analytical solutions available in previous *** the evaluation of convergence and accuracy,it is demonstrated that the proposed method is more accurate and reliable than the finite difference method(FDM)for 1D consolidation analysis of saturated clay.
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