Mesh-free method for soil-water coupled problem within finite strain and its numerical validity

Soils and Foundations

Volumn 45, Issue 2, 2005, Pages 145-154

  Murakami, Akira ^a   Setsuyasu, Tatsuya ^b   Arimoto, Shin Ichi ^c  

^a OKAYAMA UNIVERSITY   (Japan)

^b WESCO Co   (Japan)

^c Toyota Tsusho Corporation   (Japan)

Author keywords

Finite strain; Mesh free method; Soft soil foundation; Soil water coupled problem (IGC: E4)

Indexed keywords

COMPRESSION TESTING; COMPUTATIONAL MECHANICS; GALERKIN METHODS; LEAST SQUARES APPROXIMATIONS; MESH GENERATION; PARTIAL DIFFERENTIAL EQUATIONS; PORE PRESSURE; PRESSURE DISTRIBUTION; SOIL MOISTURE; STRAIN; STRESS ANALYSIS;

ELEMENT FREE GALERKIN METHODS; FINITE STRAIN; MESH FREE METHODS; MOVING LEAST SQUARES APPROXIMATION; NUMERICAL DISCRETIZATION; SOFT SOIL FOUNDATION; SOIL-WATER COUPLED; UNCONFINED COMPRESSION TESTS;

NUMERICAL METHODS;

EID: 33847296858     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.45.2_145     Document Type: Conference Paper

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