Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 32, Issue 12, 2008, Pages 1537-1570

  Bui, Ha H ^a   Fukagawa, Ryoichi ^a   Sako, Kazunari ^a   Ohno, Shintaro ^b  

^a RITSUMEIKAN UNIVERSITY   (Japan)

^b KAJIMA CORPORATION   (Japan)

Author keywords

Elastic plastic model; Failure flows; Smoothed particle hydrodynamics (SPH); Tensile instability; Tension cracking

Indexed keywords

ABS RESINS; CONSTITUTIVE MODELS; DEFORMATION; ELASTOPLASTICITY; EQUATIONS OF STATE; FLUID DYNAMICS; FLUID MECHANICS; HYDRAULICS; HYDRODYNAMICS; HYDROSTATIC PRESSURE; NUMERICAL METHODS; PILE FOUNDATIONS; PLASTIC FLOW; PLASTICS; SOILS;

ELASTIC-PLASTIC MODEL; FAILURE FLOWS; SMOOTHED PARTICLE HYDRODYNAMICS (SPH); TENSILE INSTABILITY; TENSION CRACKING;

GEOLOGIC MODELS;

CLUSTER ANALYSIS; CONSTITUTIVE EQUATION; DEFORMATION; DENSITY; ELASTOPLASTICITY; EXPERIMENTAL STUDY; FAILURE MECHANISM; FINITE ELEMENT METHOD; HYDRODYNAMICS; HYDROSTATIC PRESSURE; LAGRANGIAN ANALYSIS; NUMERICAL MODEL; PLASTIC FLOW; SIMULATION; SOIL MECHANICS; SOIL TEST; TENSION;

EID: 50449105133     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.688     Document Type: Article

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