Development and validation of the first brazilian french-based asphalt mix complex modulus and fatigue test apparatus
DOI:
https://doi.org/10.14295/transportes.v28i2.1927Keywords:
Validation, Complex Modulus, Fatigue, Test Apparatus.Abstract
The main aim of this paper is to present the development and validation procedures of the first brazilian french-based asphalt mix complex modulus and fatigue test apparatus, so-called FADECOM, in order to demonstrate the effective application of the results obtained in pavement design procedures. Magnetic sensitive Hall Effect non-contact captors determine amplitude displacement, while loading cells capture force amplitude by a diaphragm system. Independent cooling and heating chambers assure a precise temperature control comprising a range from -30ºC to above 100ºC with an accuracy of 0.1ºC. A frequency inverter controls the emission of pulses usually set from 1Hz to 30Hz. For validating the apparatus, a scientific cooperation agreement was dealt with French Institute of Transportation Sciences and Technologies, Development and Road Network (IFSTTAR), in which specimen samples were tested in both UFSC and IFSTTAR laboratories. The crossed-results obtained indicate an excellent performance and accuracy of FADECOM apparatus, presenting variations around just 3 microstrains in determining fatigue strains at 106 cycles (e6) and less than 10% related to the complex stiffness modulus, demonstrating huge accuracy of the FADECOM apparatus and its practical feasibility to be applied in pavement design procedures, based on the technical principles of French methodology.
Downloads
References
AFNOR NF EN 12697-24 (2012) Mélanges Bitumineux: Méthode d’Éssai pour Mélange Hydrocarboné à Chaud - Partie 24: Essai par Flexion à Flèche Constante. 32p. Association Française de Normalisation. France.
AFNOR NF EN 12697-26 (2012) Mélanges Bitumineux: Méthode d’Éssai pour Mélange Hydrocarboné à Chaud - Partie 26: Module de Rigidité. 40p. Association Française de Normalisation. France.
Barra, B.; Momm, L.; Guerrero, Y.; Al-Qureshi, H. A.; Mikowski, A.; Michels, R. (2016) Temperature implications on rheological-mechanical behavior and design of high modulus dense asphalt mix. Construction & Building Materials, v. 125, p. 135-144, 2016. DOI: 10.1016/j.conbuildmat.2016.08.037.
Barra, B.; Momm, L.; Guerrero, Y.; Bernucci, L. L. B. (2012) Fatigue Behavior of Dense Asphalt Mixes in Dry and Environmen-tal-Conditioning States. Construction & Building Materials, v. 29, p. 128-134. DOI: 10.1016/j.conbuildmat.2011.10.003.
Barra, B. (2009) Avaliação da Ação da Água no Módulo Complexo e na Fadiga de Misturas Asfálticas Densas. PhD Thesis presented to Federal University of Santa Catarina (UFSC), 327p.
Catalogue LCPC/SETRA (1994) Catalogue des Structures Types de Chaussées Neuves: Réseau Routière National. Laboratoire Central des Ponts et Chaussées (LCPC) en partenariat avec le Service d’Étude Technique des Routes et Autoroutes (SETRA). Paris, France.
Domec, V. (2005) Endommagement par fatigue des enrobés bitumineux em condition de trafic simulé et de température. Thèse de Docteur. Université de Bordeaux I. 426p.
Guide Technique (1997), French Design Manual for Pavement Structures (English Version). Published by Service d’Études Techniques des Routes et Autoroutes (SETRA) and Laboratoire Central des Ponts et Chaussées (LCPC), 248 p. Paris, France.
Huet, C. (1963) Étude par une méthode d’impédance du comportement viscoélastique des materiaux hydrocarbonés. Thèse de Docteur. Faculté des Sciences de l’Université de Paris. 58p.
Manuel LPC (2007) Manuel LPC d’aide à la formulation des enrobés. Groupe de Travail RST “Formulation des enrobés”. 320p. Laboratoire Central des Ponts et Chaussées. Paris, France.
Momm, L. (1998) Estudo dos Efeitos da Granulometria Sobre a Macrotextura Superficial do Concreto Asfáltico e Seu Comportamento Mecânico. PhD Thesis presented to Polytecnhical School of University of São Paulo (USP), 357p.
Rudensky, A. V. (1997) Asphalt concrete fatigue properties, in Proceedings of the 5th International RILEM Symposium. Mechanical Tests for Bituminous Materials (MBTM): Recent Improvements and Future Prospects. Lyon, France, pp. 1058-1066.
Sayegh, G. (1965) Contribution à l’étude des propriètés viscoélastiques des bitumes purs et des bétons bitumineux. Thèse de Docteur Ingénieur. Faculté des Sciences de Paris. 206p.
Downloads
Published
How to Cite
Issue
Section
License
Authors who submit papers for publication by TRANSPORTES agree to the following terms:
- The authors retain the copyright and grant Transportes the right of first publication of the manuscript, without any financial charge, and waive any other remuneration for its publication by ANPET.
- Upon publication by Transportes, the manuscript is automatically licensed under the Creative Commons License CC BY 4.0 license. This license permits the work to be shared with proper attribution to the authors and its original publication in this journal.
- Authors are authorized to enter into additional separate contracts for the non-exclusive distribution of the version of the manuscript published in this journal (e.g., publishing in an institutional repository or as a book chapter), with recognition of the initial publication in this journal, provided that such a contract does not imply an endorsement of the content of the manuscript or the new medium by ANPET.
- Authors are permitted and encouraged to publish and distribute their work online (e.g., in institutional repositories or on their personal websites) after the editorial process is complete. As Transportes provides open access to all published issues, authors are encouraged to use links to the DOI of their article in these cases.
- Authors guarantee that they have obtained the necessary authorization from their employers for the transfer of rights under this agreement, if these employers hold any copyright over the manuscript. Additionally, authors assume all responsibility for any copyright infringements by these employers, releasing ANPET and Transportes from any responsibility in this regard.
- Authors assume full responsibility for the content of the manuscript, including the necessary and appropriate authorizations for the disclosure of collected data and obtained results, releasing ANPET and Transportes from any responsibility in this regard.
