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A microstructurally based effective stress for unsaturated soils

Author
ALONSO, E. E1 ; PEREIRA, J.-M2 ; VAUNAT, J1 ; OLIVELLA, S1
[1] Department of Geotechnical Engineering and Geosciences. Universitat Politècnica de Catalunya, Barcelona, Spain
[2] Université Paris-Est, Navier, Ecole Nationale des Ponts et Chaussées, Paris, France
Source

Geotechnique. 2010, Vol 60, Num 12, pp 913-925, 13 p ; ref : 1 p.1/4

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
constitutive relations partial saturation pore pressures shear strength stiffness suction
Keyword (fr)
Argile Contrainte Etude expérimentale Interprétation Macroporosité Matériau granulaire Microstructure Performance Plasticité Pression interstitielle Raideur Résistance cisaillement Rétention Saturation Sol Succion Zone non saturée Roche clastique Roche sédimentaire
Keyword (en)
clay stress experimental studies interpretation macroporosity granular materials microstructures performances plasticity pore pressure stiffness shear strength retention saturation soils suction unsaturated zone clastic rocks sedimentary rocks
Keyword (es)
Arcilla Coacción Interpretación Material granular Microestructura Plasticidad Presión poros Resistencia cizallamiento Saturación Suelo Succión Zona no saturada 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
23398065

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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