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Point load tests and strength measurements for brittle spheres

Author
RUSSELL, Adrian R1 ; WOOD, David Muir2
[1] School of Civil and Environmental Engineering, University of New South Wales, Sydney, NSW 2052, Australia
[2] Department of Civil Engineering, University of Bristol, Queen's Building, University Walk, Bristol BS8 1TR, United Kingdom
Source

International journal of rock mechanics and mining sciences (1997). 2009, Vol 46, Num 2, pp 272-280, 9 p ; ref : 18 ref

ISSN
1365-1609
Scientific domain
Civil engineering; Geology; Geophysics
Publisher
Elsevier, Oxford
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
Brittle materials Compressive strength Microstructure Multiaxial failure Point tests Rocks Tensile strength
Keyword (fr)
Analyse contrainte Application Essai au pied de chaise Matériau fragile Microstructure Mécanique roche Méthode analytique Méthode paramétrique Résistance compression Résistance mécanique Résistance traction
Keyword (en)
Stress analysis Application Point load test Brittle material Microstructure Rock mechanics Analytical method Parametric method Compressive strength Strength Tensile strength
Keyword (es)
Análisis tensión Aplicación Prueba carga concentrada Material frágil Microestructura Mecánica roca Método analítico Método paramétrico Resistencia compresión Resistencia mecánica Resistencia tracción
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C01 Strength of materials (elasticity, plasticity, buckling, etc.)

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F02 Soil mechanics. Rocks mechanics

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
21236065

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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