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CONSTITUTIVE EQUATIONS FOR NORMALLY CONSOLIDATED CLAY BASED ON ELASTO-VISCOPLASTICITY

Other title
EQUATIONS CONSTITUTIVES POUR DE L'ARGILE NORMALEMENT CONSOLIDE BASEES SUR L'ELASTO-VISCOPLASTICITE (fr)
Author
ADACHI T; OKA F
KYOTO UNIV., DISASTER PREVENTION RES. INST./UJI KYOTO/JPN
Source
SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 4; PP. 57-70; BIBL. 15 REF.
Document type
Article
Language
English
Keyword (fr)
ESSAI SOL ESSAI TRIAXIAL ESSAI COMPRESSION SOL COHERENT CONSOLIDATION SECONDAIRE RESISTANCE CISAILLEMENT RELATION CONTRAINTE DEFORMATION SOL NORMALEMENT CONSOLIDE EQUATION CONSTITUTIVE ESSAI NON DRAINE GENIE CIVIL
Keyword (en)
SOIL TEST TRIAXIAL TEST COMPRESSION TEST COHESIVE SOIL SECONDARY CONSOLIDATION SHEAR STRENGTH STRESS STRAIN RELATION NORMALLY CONSOLIDATED SOIL CONSTITUTIVE EQUATION UNDRAINED SOIL TEST CIVIL ENGINEERING
Keyword (es)
INGENERIA CIVIL
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
PASCALBTP83X0313052

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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