High-Modulus Asphalt Mixtures Modified with Acrylic Fibers for Their Use in Pavements under Severe Climate Conditions-Reference-Cited by-同舟云学术

High-Modulus Asphalt Mixtures Modified with Acrylic Fibers for Their Use in Pavements under Severe Climate Conditions

Published:2016-12 Issue:4 Volume:30 Page:04016003
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Moreno-Navarro F.¹,Sol-Sánchez M.¹,Tomás-Fortún E.²,Rubio-Gámez M. C.³

Affiliation:

1. Civil Engineer, Construction Engineering Laboratory of the Univ. of Granada (LabIC.UGR), Avda. Severo Ochoa s/n, ETS Caminos, Canales y Puertos, 18071 Granada, Spain.

2. Chemist, Degree in Chemistry, CIESM-INTEVIA, Calle San Severo 18, 28042 Madrid, Spain.

3. Professor of Construction Engineering, Construction Engineering Laboratory of the Univ. of Granada (LabIC.UGR), Avda. Severo Ochoa s/n, ETS Caminos, Canales y Puertos, 18071 Granada, Spain (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000108

Reference31 articles.

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2. Carpenter S. H. Darter M. I. and Dempsey B. J. (1981). “A pavement moisture accelerated distress identification system: Users manual—Volume 2.” FHWA-RD-81- 80 Final Rep. Federal Highway Administration National Technical Information Service Alexandria VA.

3. Cyclic Hardening-Relaxation Viscoplasticity Model for Asphalt Concrete Materials

4. Asphalt Concrete Damage Associated with Extreme Low Temperatures

5. EN (European Standard). (2004). “Bituminous mixtures. Test methods for hot mix asphalt. Part 23: Determination of the indirect tensile strength of bituminous specimens.” EN 12697–23 AENOR (Asociación Española de Normalización y Certificación) Madrid Spain.

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