Numerical analysis of saturated soil via finite strain EFGM strategy

Nippon Kikai Gakkai Ronbunshu, A Hen/Transactions of the Japan Society of Mechanical Engineers, Part A

Volumn 70, Issue 3, 2004, Pages 442-448

  Arimoto, Shin'chi ^b   Murakami, Akira ^a   Setsuyasu, Tatsuya ^b   Nishiyama, Tatsuro ^b  

^a OKAYAMA UNIVERSITY   (Japan)

^b NONE

Author keywords

EFGM; Finite Strain; Localization; Saturated Soil

Indexed keywords

BENDING (DEFORMATION); BOUNDARY CONDITIONS; CLAY; FINITE ELEMENT METHOD; INTEGRATION; LEAST SQUARES APPROXIMATIONS; SATURATION (MATERIALS COMPOSITION); SHEAR DEFORMATION; STRAIN; STRESSES;

EFGM; ELEMENT-FREE GALERKIN METHOD (EFGM); FINITE STRAIN; LOCALIZATION; SATURATED SOILS;

SOIL MECHANICS;

EID: 2942514455     PISSN: 03875008     EISSN: None     Source Type: Journal    
DOI: 10.1299/kikaia.70.442     Document Type: Article

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