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Non-isothermal unified hardening model: a thermo-elasto-plastic model for clays

Author
YAO, Y. P1 ; ZHOU, A. N2
[1] Department of Civil Engineering, Beihang University, Beijing, China
[2] School of Civil, Environmental and Chemical Engineering, Royal Melbourne Institute of Technology (RMIT), Melbourne, Australia
Source

Geotechnique. 2013, Vol 63, Num 15, pp 1328-1345, 18 p ; ref : 3/4 p

CODEN
GTNQA8
ISSN
0016-8505
Scientific domain
Civil engineering; Geology; Geophysics
Publisher
Telford, London
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
clays constitutive relations plasticity temperature effects
Keyword (fr)
Argile Compression triaxiale Contraction Contrainte Déformation sous contrainte Gonflement Modèle Performance Plasticité Refroidissement Rupture Résistance cisaillement Sol Température Roche clastique Roche sédimentaire
Keyword (en)
clay triaxial compression contraction stress strain swelling models performances plasticity cooling rupture shear strength soils temperature clastic rocks sedimentary rocks
Keyword (es)
Arcilla Compresión triaxial Contracción Coacción Deformación bajo tensión Inflamiento Modelo Plasticidad Enfriamiento Ruptura Resistencia cizallamiento Suelo Temperatura Roca clástica Roca sedimentaria
Classification
Pascal
001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology

Discipline
Earth sciences
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
27900475

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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