Review of Methods to Solve Desiccation Cracks in Clayey Soils

被引:1
作者
Levatti, Hector U. [1 ]
机构
[1] London South Bank Univ LSBU, Div Civil & Bldg Serv Engn CBSE, London SE1 0AA, England
来源
GEOTECHNICS | 2023年 / 3卷 / 03期
基金
英国科研创新办公室;
关键词
desiccation; cracks; clay; soils; numerical simulation; LATTICE BOLTZMANN METHOD; FINITE-ELEMENT-METHOD; BRITTLE-FRACTURE; IMAGE-ANALYSIS; SIMULATION; PROPAGATION; MECHANISMS; NETWORKS; AUTOMATA; ROCKS;
D O I
10.3390/geotechnics3030044
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper reviews numerical methods used to simulate desiccation cracks in clayey soils. It examines five numerical approaches: Finite Element (FEM), Lattice Boltzmann (LBM), Discrete Element (DEM), Cellular Automaton (CAM), and Phase Field (PFM) Methods. The paper presents a simplified description of the methods, including their basic numerical formulations. Several factors such as the multiphase nature of soils, heterogeneity, nonlinearities, coupling, scales of analysis, and computational aspects are discussed. The review highlights the characteristics, strengths, and limitations of each method. FEM shows a good capacity to deal with the thermo-hydromechanical behavior of clays when drying that complement well with the ability of DEM to deal with particle interactions as well as LBM, PFM, and CAM to deal with complex crack patterns. The article concludes by reviewing the integration of multiple numerical methods to enhance the simulation of desiccation cracks in clayey soils and proposing what is the best option to continue improving the study of this problem.
引用
收藏
页码:808 / 828
页数:21
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