A kinematic hardening constitutive model for sands: the multiaxial formulation

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Podrobná bibliografia
Vydané v:	International journal for numerical and analytical methods in geomechanics Ročník 23; číslo 9; s. 925 - 965
Hlavní autori:	Gajo, A., Muir Wood, D.
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Chichester, UK John Wiley & Sons, Ltd 10.08.1999 Wiley
Predmet:	Applied sciences Buildings. Public works constitutive model Exact sciences and technology Geotechnics invariants kinematic hardening multiaxial space sand simple shear Soil mechanics. Rocks mechanics state parameter Constitutive equation Shear Sand Plastic flow Stress strain relation Mechanical properties Multiaxial load Soil mechanics Stress path Hardening Experimental result Elastoplasticity Kinematics Yield strength Simulation model Comparative study
ISSN:	0363-9061, 1096-9853
On-line prístup:	Získať plný text
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Popis
Bibliografia:	ark:/67375/WNG-KM2PM7R8-C ArticleID:NAG19 istex:82CFBB3C2B7FE9C3E625639008CA166ED9E17373
ISSN:	0363-9061 1096-9853
DOI:	10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M