Technical Papers
Jan 2, 2012

Effect of Type of Compaction on Mechanical Properties in Warm-Mix Asphalts

Publication: Journal of Materials in Civil Engineering
Volume 24, Issue 8

Abstract

This paper compares the effect of type of compaction (impact and gyratory compaction) on mechanical properties (such as water sensitivity and stiffness modulus) in warm-mix asphalts. Moreover, the manufacture and laying temperatures and the use of additives for warm-mix asphalts have been taken into account. The mixes tested have a semidense aggregate gradation with a B-60/70 penetration binder and different types of warm-mix additives have been added. The mixtures compacted by gyratory compactor at different temperatures all displayed good behavior in terms of water sensitivity; in contrast, not all mixtures compacted by impact achieved this. On reducing the manufacturing temperature, the stiffness moduli decreased in all mixtures for both types of compaction, this reduction being less pronounced in the mixes manufactured with the gyratory compactor. The results have been evaluated statistically.

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Acknowledgments

This paper is based on the initial literature review for the Fenix Project. The development of the Fenix Project (www.proyectofenix.es) was possible thanks to the financial contribution of the Center for Technological and Industrial Development (CDTI) within the framework of the Ingenio 2010 programme, through the CENIT Programme. The companies and research centers involved in the project wish to express their gratitude for the contribution.
The authors are grateful to all organizations and companies participating in the Fenix Project: Centro de Investigación Elpidio Sánchez Marcos (CIESM), Centro Zaragoza, Construcciones y Obras Llorente (Collosa), Ditecpesa, Asfaltos y Construcciones Elsan, Intrame, Pavasal, Repsol YPF, Sacyr, Serviá Cantó, Sorigué, CARTIF, CEDEX, CIDAUT, CSIC (IIQAB), GIASA, Intromac, Labein, Universidad de Alcalá de Henares, Universidad Carlos III de Madrid, Universidad de Castilla La Mancha, Universidad de Huelva, Universidad de Cantabria, Universidad Politécnica de Cataluña, Universidad Politécnica de Madrid, and our many partners whose work capacity and effectiveness have enabled the development of this project in an environment of cooperation.

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Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 24Issue 8August 2012
Pages: 1043 - 1049

History

Received: Nov 30, 2010
Accepted: Dec 29, 2011
Published online: Jan 2, 2012
Published in print: Aug 1, 2012

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Authors

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Elsa Sanchez-Alonso [email protected]
Researcher, GITECO (Construction Technology Research Group), Dept. of Transport, Project and Process Technology, School of Civil Engineering (E.T.S.I.C.C.P.), Univ. of Cantabria (UC), Avenida de los Castros s/n, 39005 Santander, Cantabria, Spain (corresponding author). E-mail: [email protected]
Angel Vega-Zamanillo [email protected]
Professor, Dept. of Transport, Project and Process Technology, School of Civil Engineering (E.T.S.I.C.C.P.), Univ. of Cantabria (UC), Avenida de los Castros s/n, 39005 Santander, Cantabria, Spain. E-mail: [email protected]
Daniel Castro-Fresno [email protected]
Professor, Dept. of Transport, Project and Process Technology, School of Civil Engineering (E.T.S.I.C.C.P.), Univ. of Cantabria (UC), Avenida de los Castros s/n, 39005 Santander, Cantabria, Spain. E-mail: [email protected]

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