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Speed and reloading effects on pavement rutting

Author
KORKIALA-TANTTU, L1
[1] VII Technical Research Centre of Finland, Lämpömiehenkuja, Finland
Source

Proceedings of the Institution of Civil Engineers - Geotechnical engineering. 2007, Vol 160, Num 3, pp 123-127, 5 p ; ref : 13 ref

ISSN
1353-2618
Scientific domain
Civil engineering; Geology
Publisher
Telford, London
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
pavement design/stress analysis
Keyword (fr)
Chaussée Déformation permanente Enrobé hydrocarboné Essai accéléré Essai charge Essai laboratoire Etude expérimentale Ornière Recommandation Relation contrainte déformation Vitesse déplacement
Keyword (en)
Pavement Permanent strain Bituminous mixture Accelerated test Loading test(mechanics) Laboratory test Experimental study Pavement rut Recommendation Stress strain relation Speed
Keyword (es)
Calzada Deformación permanente Mezcla bituminosa Ensayo acelerado Ensayo carga Ensayo laboratorio Estudio experimental Carríl Recomendación Relación tensión deformación Velocidad desplazamiento
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14E Durability. Pathology. Repairing. Maintenance / 001D14E02 Building failures (cracks, physical changes, etc.)

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14O Transportation infrastructure / 001D14O03 Road construction. Pavements. Maintenance / 001D14O03C Surfacing

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
18853987

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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