Cracking and interlayer bonding performance of reinforced asphalt pavements

References

• Ahmed, N. G., Ibrahim, S. F., & Jassem, N. H. (2013, August). Experimental study on surface steel-reinforcement for asphalt pavements. Journal of Engineering and Development, 17, 110–127. ISSN 1813-7822.
   Google Scholar
• Al-Qadi, I., & Elseifi, M. A. (2004). Field installation and design considerations of steel reinforcing netting to reduce reflection of cracks. In Proceeding of 5th International RILEM Conference on cracking in pavements (pp. 97–104). Limoges.
   Google Scholar
• Arraigada, M., Pugliessi, A., Partl, M. N., & Martínez, F. (2014). Effect of full-size and down scale accelerated traffic loading on pavement behavior. Materials Structures, 47, 1409–1424.
   Web of Science ®Google Scholar
• Arraigada, M., Perrotta, F., Raab, C., Tebaldi, G., & Partl, M. N. (2016). Use of APT for validating the efficiency of reinforcement grids in asphalt pavements. In J. Aguiar-Moya, A. Vargas-Nordcbeck, F. Leiva-Villacorta, & L. Loría-Salazar (Eds.), The roles of accelerated pavement testing in pavement sustainability. (pp. 509–521). Cham: Springer. doi:10.1007/978-3-319-42797-3_33
   Google Scholar
• de Bondt, A. H. (2012). 20 years of research 2 on asphalt reinforcement, – Achievements and future needs. In 7th RILEM Delft, conference on cracking in pavements: Mechanisms, modeling, testing, detection and prevention case histories (Vol. 4, pp. 327–335).
   Google Scholar
• Canestrari, F., Ferrotti, G., Lu, X., Millien, A., Partl, M. N., Petit, C. … Raab, C. (2012). Mechanical testing of interlayer bonding in asphalt pavements. In: M. N. Partl, H. U. Bahia, F. Canestrari, C. de la Roche, H. Di Benedetto, H. Piber, & D, Sybilski (Eds.), State-of-the-art-reports 9: Advances in interlaboratory testing and evaluation of bituminous materials (1st ed., pp. 303–360). Berlin: Springer. doi: 10.1007/978-94-007-5104-0_6
   Google Scholar
• Dieterle, R. B. (2001). Asphalteinbau auf Betonstraßen [Asphalt construction on top of concrete pavements]. Asphalt, Journal No. 3/20013/2001, (in German).(pp. 34–41).
   Google Scholar
• Franken, L., Beuving, E., & Molenaar, A. A. A. (Eds.). (1996, October 2–4). Reflective cracking in pavements. In Proceeding of the 3rd RILEM Conference. Maastricht.
   Google Scholar
• Hugo, F., & Epps, A. (2004). Significant findings from accelerated pavement testing (NCHRP Synthesis 325). Washington, DC: TRB.
   Google Scholar
• Jaecklin, F. P. (1996). Geotextile use in asphalt overlays-design and installation techniques for successful applications. Reflective cracking in pavements: State of the art and design recommendations. Proceedings of the second (march 10-12, 19 93) International Rilem Conference, liege, Belgium. (pp. 83–101).
   Google Scholar
• Leutner, R. (1979). Untersuchungen des Schichtenverbunds beim bituminösen Oberbau. Evaluation of interlayer bonding of bituminous pavements Fachartikel. Bitumen, 3 (pp. 84–91).
   Google Scholar
• Montestruque, G., Bernucci, L., Fritzen, M., & Goretti da Motta, L. (2012). Stress relief asphalt layer and reinforcing polyester grid as anti-reflective cracking composite interlayer system in pavement rehabilitation. In A. Scarpas, Kringos, N., Al-Qadi, I., A., L. (Eds.), 7th RILEM International Conference on Cracking in Pavements, Delft (Vol. 4, pp. 1189–1197).
   Google Scholar
• Nguyen, M. L., Blanc, J., Kerzrého, J. P., & Hornych, P. (2013). Review of glass fibre grid use for pavement reinforcement and APT experiments at IFSTTAR. Road Materials and Pavement Design, 14, 287–308.10.1080/14680629.2013.774763
   Web of Science ®Google Scholar
• Partl, M. N., & Raab, C. (1999). Shear adhesion between top layers of fresh asphalt pavements in Switzerland. In Proceedings of 7th CAPSA Conference on Asphalt Pavements for Southern Africa. Victory Falls.
   Google Scholar
• Partl, M. N., Raab, C., & Arraigada, M. (2014). Innovative asphalt research using accelerated pavement testing. Journal of Marine Science and Technology JMST, 23, 269–280. doi: 10.6119/JMST-014-0326-1
   Web of Science ®Google Scholar
• Pasquini, E., Pasetto, M., & Canestrari, F. (2015). Geocomposites against reflective cracking in asphalt pavements: Laboratory simulation of a field application. Road Materials and Pavement Design. 16, 815-835, doi:10.1080/14680629.2015.1044558
   Web of Science ®Google Scholar
• Raab, C., & Partl, M. N. (1999). Methoden zur Beurteilung des Schichtenverbunds von Asphaltbelägen [Methods for evaluation of interlayer bonding of asphalt pavements], (FA 12/94. Report No. 442). Eidgenössisches Departement für Umwelt, Verkehr, Energie und Kommunikation, Bundesamt für Strassen, Bern. (in German).
   Google Scholar
• Raab, C., & Partl, M.N. (2004, May 12–14). Interlayer shear performance: Experience with different pavement structures. In 3. Eurobitume & Eurasphalt Congress (pp. 535–545). Vienna, paper No. 081. ISBN 90-802884-4-6.
   Google Scholar
• Raab, C., & Partl, M. N. (2005, November 21–23). Rehabilitation of concrete pavements with geotextiles and steel meshes. In Proceedings of the International Conference on Concrete Repair, Rehabilitation and Retrofitting ICCRRR (pp. 889–893). Cape Town, South Africa. ISBN 0 415 39654 9.
   Google Scholar
• Raab, C., & Partl, M. N. (2006, March 6–8). Rehabilitation of concrete pavements with asphalt and intermediate layers. In Third Gulf Conference on Roads (TGCR06) (pp. 48–52). Muscat, Sultanate of Oman. ISBN 1817-4310.
   Google Scholar
• Raab, C., Partl, M. N., & Abd El Halim, A. O. (2009). Evaluation of interlayer shear bond devices for asphalt pavements. Baltic Journal of Road and Bridge Engineering, 4, 176–195.
   Web of Science ®Google Scholar
• Sobhan, K., & Tandon, V. (2008). Mitigating reflection cracking in asphalt overlay using geosynthetic reinforcements. Road Materials and Pavement Design, 9, 367–387. doi:10.1080/14680629.2008.9690124
   Web of Science ®Google Scholar
• Swiss European Standard SN 670422 NA, EN12697-22:2003/A1:2007. (2009). Bituminous mixtures – Test methods for hot mix asphalt- part 22: Wheel tracking. VSS Swiss Association of Road and Transportation Experts, Zuerich.
   Google Scholar
• Swiss Standard SN 640430c. (2013). Walzasphalt – Konzeption, Ausführung und Anforderungen an die eingebauten Schichten [Rolled asphalt - Conception, execution and requirements for pavement layers]. VSS, Schweizerischer Verband der Strassen- und Verkehrsfachleute, Zuerich.
   Google Scholar
• Vanelstraete, A., de Bondt, A. H., & Courard, L. (1997). Characterization of overlay systems. In A. Vanelstraete & L. Franken (Eds.), Prevention of reflective cracking in pavements, RILEM Report 18 (1st ed., pp. 61–83). London: E & FN Spon.
   Google Scholar
• Zamora-Barraza, D., Calzada-Peréz, M. A., Castro-Fresno, D., & Vega-Zamanillo, A. (2010). New procedure for measuring adherence between a geosynthetic material and a bituminous mixture. Geotextiles and Geomembranes, 28, 483–489. doi:10.1016/j.geotexmem.2009.12.010
   Web of Science ®Google Scholar