Effect of grain shape and angularity on the undrained response of fine sands
- Author
- TSOMOKOS, A1 ; GEORGIANNOU, V. N1
[1] Civil Engineering Department, Soil Mechanics Section, National Technical University of Athens, Iroon Polytechniou 9, Zografou 157 80, Greece - Source
Canadian geotechnical journal. = Revue canadienne de géotechnique. 2010, Vol 47, Num 5, pp 539-551, 13 p ; ref : 1 p.1/4
- CODEN
- CGJOAH
- ISSN
- 0008-3674
- Scientific domain
- Civil engineering; Geology; Geophysics
- Publisher
- National Research Council of Canada, Ottawa, ON
- Publication country
- Canada
- Document type
- Article
- Language
- English
- Author keyword
- angularité cisaillement en torsion compression triaxial essais en laboratoire rigidité sables
- Keyword (fr)
- Carbone Cisaillement Compression triaxiale Contrainte Fraction fine Grain Microscopie électronique Rigidité Réduction Sable Torsion
- Keyword (en)
- carbon shear triaxial compression stress fine-grained materials grains electron microscopy rigidity reduction sand torsion
- Keyword (es)
- Carbono Cizalladura Compresión triaxial Coacción Fracción fina Grano Microscopía electrónica Rigidez Arena Torsión
- 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
- 22940855
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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DOI
10.1139/T09-121 
https://dx.doi.org/10.1139/T09-121
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