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
- 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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