NUMERICAL METHODS

被引:4
作者
Murakami, Akira [1 ]
Wakai, Akihiko [2 ]
Fujisawa, Kazunori [3 ]
机构
[1] Kyoto Univ, Grad Sch Agr, Kyoto, Japan
[2] Gunma Univ, Dept Civil & Environm Engn, Kiryu, Gunma 376, Japan
[3] Okayama Univ, Grad Sch Environm Sci, Okayama, Japan
关键词
dynamics; embankment; excavation; FEM; inverse analysis; slope stability (IGC: E0/E2/E6/E8); SLOPE STABILITY ANALYSIS; SMOOTHED PARTICLE HYDRODYNAMICS; DEFORMATION ANALYSIS; CONSOLIDATION ANALYSIS; PROGRESSIVE FAILURE; SEISMIC ANALYSIS; INVERSE ANALYSIS; CRACK-GROWTH; SOIL; MODEL;
D O I
10.3208/sandf.50.877
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper provides a comprehensive survey of the numerical methods related to geotechnical problems, most of which were reported in papers appearing in Soils and Foundations. The reason why most of the reviewed papers are concentrated in Soils and Foundations is that if we were to include papers appearing in other journals in the field of geotechnical engineering, closely related to numerical methods, e.g., Computers and Geotechnics, Int. J. Numer. Anal. Meth. Geomech., etc., we would have to deal with almost all the papers in those journals. Firstly, we present a description of the current status of the numerical methods, and then give a brief review of the literature covering several topics in geotechnical applications. The scope of the review is limited, and thus, the authors do not profess to cover the entire range of literature.
引用
收藏
页码:877 / 892
页数:16
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