One-dimensional compression behaviour of uniformly graded sand related to single particle crushing strength
- Author
- NAKATA, Yukio1 ; KATO, Yoshinori1 ; HYODO, Masayuki1 ; HYDE, Adrian F. L2 ; MURATA, Hidekazu1
[1] Department of Civil Engineering, Yamaguchi University, 2-16-1, Tokiwadai, Ube 755-8611, Japan
[2] Department of Civil and Structural Engineering, University of Sheffield, United Kingdom - Source
Soils and foundations. 2001, Vol 41, Num 2, pp 39-51 ; ref : 36 ref
- CODEN
- SOIFBE
- ISSN
- 0038-0806
- Scientific domain
- Civil engineering; Geology
- Publisher
- Japanese Geotechnical Society, Tokyo
- Publication country
- Japan
- Document type
- Article
- Language
- English
- Keyword (fr)
- Composition minéralogique Concassage Etude expérimentale Fraction vide Grosseur grain Limite élasticité Loi Weibull Matériau granulaire Mécanique roche Probabilité survie Résistance compression Sable Angularité
- Keyword (en)
- Mineral composition Crushing Experimental study Void fraction Grain size Yield strength Weibull distribution Granular material Rock mechanics Survival probability Compressive strength Sand
- Keyword (es)
- Composición mineralógica Machacado Estudio experimental Fracción vacío Grosor grano Límite elasticidad Ley Weibull Material granular Mecánica roca Probabilidad sobrevivencia Resistencia compresión Arena
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F02 Soil mechanics. Rocks mechanics
- Pascal
- 001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology
- Discipline
- Building. Public works. Transport. Civil engineering Earth sciences
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 1002257
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
10.3208/sandf.41.2_39 
https://dx.doi.org/10.3208/sandf.41.2_39
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