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Relating tensile, bending, and shear test data of asphalt binders to pavement performance

Author
CHEN, J.-S1 ; TSAI, C.-J1
[1] National Cheng-Kang University, Department of Civil Engineering, Tainan 70101, Taiwan, Province of China
Source

Journal of materials engineering and performance. 1998, Vol 7, Num 6, pp 805-811 ; ref : 17 ref

ISSN
1059-9495
Scientific domain
Metallurgy, welding
Publisher
Springer, New York, NY
Publication country
United States
Document type
Article
Language
English
Keyword (fr)
Asphalte Chaussée Essai cisaillement Essai flexion Essai routier Essai traction directe Etude comparative Etude expérimentale Liant Matériau construction Propriété matériau Rigidité Résultat expérimental
Keyword (en)
Asphalt Pavement Shear test Bending test Road test Direct tensile test Comparative study Experimental study Binders Construction materials Properties of materials Stiffness Experimental result
Keyword (es)
Asfalto Calzada Ensayo cortante Ensayo flexion Ensayo carretera Ensayo tracción directa Estudio comparativo Estudio experimental Ligante Material construcción Propiedad material Rigidez Resultado experimental
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14G Materials / 001D14G03 Bitumen. Tars. Bituminous binders and bituminous concretes

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14O Transportation infrastructure / 001D14O04 Road test: methods, equipments and results

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
1655722

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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