Constitutive modeling and analysis of geomaterials

被引:0
|
作者
Oka, Fusao [1 ]
机构
[1] Kyoto Univ, Assoc Disaster Prevent Res, Lab 3, 138-1 Tanaka Asukaicho,Sakyo Ku, Kyoto 6068226, Japan
关键词
Effective stress; Constitutive model; Consolidation; Liquefaction; Strain localization; multi-phase FEM analysis; Seepage-deformation coupled analysis; Unsaturated soil; Gas hydrate-contained soil; Internal erosion; Material point method (MPM); X-ray CT; STRAIN LOCALIZATION ANALYSIS; WATER-SATURATED CLAY; CONSOLIDATION ANALYSIS; NUMERICAL-SIMULATION; FINITE-ELEMENT; SOFT ROCK; ELASTOVISCOPLASTIC MODEL; LIQUEFACTION ANALYSIS; COUPLED ANALYSIS; DEFORMATION;
D O I
10.1016/j.sandf.2023.101392
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This is a review of the papers written by the author with co-researchers, which have been published in Soils & Foundations and related publications. The contents of the papers are related to experimental and theoretical aspects of geomechanics, namely, the constitutive modeling of cohesive and sandy soils, the governing equations of three-phase materials, and analyses of the behavior of geomaterials and grounds. The following topics are included in the papers: effective stress, skeleton stress, constitutive models of clayey and sandy soils and soft rocks, material instability, strain localization, consolidation, bearing capacity, excavation problems, governing equations of multi-phase geomaterials, liquefaction, unsaturated soil, seepage-deformation coupled analysis, gas hydrate-contained soil, internal erosion, the material point method (MPM), and X-ray CT for geomaterials.(c) 2023 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society. This is an open access article under the CC BY -NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
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页数:20
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