Influence of the aggregate skeleton matrix and volumetric composition on the resistance of stone mastic asphalt to permanent deformation-Reference-Cited by-同舟云学术

Influence of the aggregate skeleton matrix and volumetric composition on the resistance of stone mastic asphalt to permanent deformation

Published:2020-06-05 Issue:11 Volume:22 Page:2538-2551
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Miranda Henrique Manuel Borges¹²^ORCID,Batista Fátima Alexandra³^ORCID,Neves José⁴^ORCID,de Lurdes Antunes Maria⁵^ORCID

Affiliation:

1. Department of Civil Engineering, ISEL – Instituto Superior de Engenharia de Lisboa, Instituto Politécnico de Lisboa, Lisbon, Portugal

2. CITTA – Research Centre for Territory, Transports and Environment, Faculty of Engineering of the University of Porto and the Faculty of Sciences and Technology, University of Coimbra Rua Dr. Roberto Frias, Porto, Portugal

3. Portuguese Environment Agency, Lisbon, Portugal

4. Department of Civil Engineering, Architecture and Georesources, CERIS, Instituto Superior Técnico, Universidade de Lisboa, Lisbon, Portugal

5. Board of Directors, Laboratório Nacional de Engenharia Civil, Lisbon, Portugal

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2020.1773303

Reference33 articles.

1. AASHTO MP8. Standard specification for designing stone matrix asphalt (SMA). American Association of State and Highway Transportation Officials.

2. AASHTO PP41. Standard practice for designing stone matrix asphalt (SMA). American Association of State and Highway Transportation Officials.

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