The mechanics of uncemented carbonate sands
- Other title
- Mécanique des sables carbonatés non cimentés (fr)
- Author
- COOP, M. R
City univ., geotech. eng. res. cent., London EC1V 0HB, United Kingdom - Source
Geotechnique. 1990, Vol 40, Num 4, pp 607-626, 20 p ; Illustration ; ref : 35 ref
- CODEN
- GTNQA8
- ISSN
- 0016-8505
- Scientific domain
- Civil engineering; Geology; Geophysics
- Publisher
- Telford, London
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Keyword (fr)
- Compression triaxiale Dilatance Déformation sous contrainte Essai laboratoire Haute pression Mécanique sol Rupture Résistance cisaillement Résistance compression Sable Sédiment carbonaté Roche clastique meuble Roche sédimentaire
- Keyword (en)
- Triaxial compression Triaxial tests Dilatancy Strain Laboratory test Laboratory studies High pressure Soil mechanics Fracture(mechanics) Rupture Shear strength Compressive strength Sand Carbonate sediments Clastic sediments Sedimentary rocks
- Keyword (es)
- Compresión triaxial Dilatancia Deformación bajo tensión Ensayo laboratorio Alta presión Mecánica suelo Ruptura Resistencia cizallamiento Resistencia compresión Arena Sedimento carbonatado Roca sedimentaria Sedimento clástico
- 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
- 19442632
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
10.1680/geot.1990.40.4.607 
https://dx.doi.org/10.1680/geot.1990.40.4.607
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