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Discrete-element method investigation of the resilient behavior of granular materials

Author
ZEGHAL, Morched1
[1] National Research Council of Canada, Institute for Research in Construction, Building M-20, Ottawa ON, K1A 0R6, Canada
Source

Journal of transportation engineering. 2004, Vol 130, Num 4, pp 503-509, 7 p ; ref : 28 ref

CODEN
JTPEDI
ISSN
0733-947X
Scientific domain
Civil engineering; Transportation
Publisher
American Society of Civil Engineers, Reston, VA
Publication country
United States
Document type
Article
Language
English
Author keyword
Aggregates Discrete elements Granular materials Resilience Simulation
Keyword (fr)
Charge répétée Charge triaxiale Chaussée Granulat Matériau granulaire Méthode élément discret Préparation échantillon Résilience Résultat Simulation numérique Sol fondation
Keyword (en)
Repeated charge Triaxial load Pavement Aggregate(materials) Granular material Discrete element method Sample preparation Resilience Result Numerical simulation Subgrade
Keyword (es)
Carga repetida Carga triaxial Calzada Agregado Material granular Método elemento discreto Preparación muestreo Resiliencia Resultado Simulación numérica Suelo fundación
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14G Materials / 001D14G01 Cement concrete constituents / 001D14G01B Aggregates and other concrete constituents / 001D14G01B1 General

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14O Transportation infrastructure / 001D14O03 Road construction. Pavements. Maintenance / 001D14O03B Earthworks. Foundations. Roadbases

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
15893442

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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