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Characterization and modelling of creep and recovery behaviour of waterborne epoxy resin modified bitumen emulsion
Li, R., Leng, Z., Partl, M. N., & Raab, C. (2021). Characterization and modelling of creep and recovery behaviour of waterborne epoxy resin modified bitumen emulsion. Materials and Structures, 54(1), 8 (12 pp.). https://doi.org/10.1617/s11527-020-01594-6
Vibration-induced aggregate segregation in asphalt mixtures
Chen, F., Jelagin, D., & Partl, M. N. (2020). Vibration-induced aggregate segregation in asphalt mixtures. Materials and Structures, 53(2), 27 (14 pp.). https://doi.org/10.1617/s11527-020-01459-y
Towards improved testing of modern asphalt pavements
Partl, M. N. (2018). Towards improved testing of modern asphalt pavements. Materials and Structures, 51, 166 (12 pp.). https://doi.org/10.1617/s11527-018-1286-9
A new laboratory methodology for optimization of mixture design of asphalt concrete containing reclaimed asphalt pavement material
Bressi, S., Dumont, A. G., & Partl, M. N. (2016). A new laboratory methodology for optimization of mixture design of asphalt concrete containing reclaimed asphalt pavement material. Materials and Structures, 49(12), 4975-4990. https://doi.org/10.1617/s11527-016-0837-1
Impact of rapid-hardening cements on mechanical properties of cement bitumen emulsion asphalt
Fang, X., Garcia, A., Winnefeld, F., Partl, M. N., & Lura, P. (2016). Impact of rapid-hardening cements on mechanical properties of cement bitumen emulsion asphalt. Materials and Structures, 49(1), 487-498. https://doi.org/10.1617/s11527-014-0512-3
New experimental methods for characterizing formation and decay of foam bitumen
Hailesilassie, B. W., Hugener, M., Bieder, A., & Partl, M. N. (2016). New experimental methods for characterizing formation and decay of foam bitumen. Materials and Structures, 49(6), 2439-2454. https://doi.org/10.1617/s11527-015-0659-6
Evaluation of rheological master curve models for bituminous binders
Asgharzadeh, S. M., Tabatabaee, N., Naderi, K., & Partl, M. N. (2015). Evaluation of rheological master curve models for bituminous binders. Materials and Structures, 48(1), 393-406. https://doi.org/10.1617/s11527-013-0191-5
Fracture toughness evaluation of bituminous binders at low temperatures
Bueno, M., Hugener, M., & Partl, M. N. (2015). Fracture toughness evaluation of bituminous binders at low temperatures. Materials and Structures, 48(9), 3049-3058. https://doi.org/10.1617/s11527-014-0378-4
Testing of blister propagation and peeling of orthotropic bituminous waterproofing membranes
Hailesilassie, B. W., Hean, S., & Partl, M. N. (2015). Testing of blister propagation and peeling of orthotropic bituminous waterproofing membranes. Materials and Structures, 48(4), 1095-1108. https://doi.org/10.1617/s11527-013-0217-z
Comparison of the two point bending and four point bending test methods for aged asphalt concrete field samples
Poulikakos, L. D., Pittet, M., Dumont, A. G., & Partl, M. N. (2015). Comparison of the two point bending and four point bending test methods for aged asphalt concrete field samples. Materials and Structures, 48(9), 2901-2913. https://doi.org/10.1617/s11527-014-0366-8
Effect of full-size and down-scaled accelerated traffic loading on pavement behavior
Arraigada, M., Pugliessi, A., Partl, M. N., & Martinez, F. (2014). Effect of full-size and down-scaled accelerated traffic loading on pavement behavior. Materials and Structures, 47(8), 1409-1424. https://doi.org/10.1617/s11527-014-0319-2
A parametric study on the influence of steel wool fibers in dense asphalt concrete
García, A., Norambuena-Contreras, J., & Partl, M. N. (2014). A parametric study on the influence of steel wool fibers in dense asphalt concrete. Materials and Structures, 47(9), 1559-1571. https://doi.org/10.1617/s11527-013-0135-0
Editorial
Partl, M. N. (2014). Editorial. Materials and Structures, 47(8), 1271-1272. https://doi.org/10.1617/s11527-014-0303-x
An empirical model for modified bituminous binder master curves
Asgharzadeh, S. M., Tabatabaee, N., Naderi, K., & Partl, M. (2013). An empirical model for modified bituminous binder master curves. Materials and Structures, 46(9), 1459-1471. https://doi.org/10.1617/s11527-012-9988-x
Influence of cement content and environmental humidity on asphalt emulsion and cement composites performance
García, A., Lura, P., Partl, M. N., & Jerjen, I. (2013). Influence of cement content and environmental humidity on asphalt emulsion and cement composites performance. Materials and Structures, 46(8), 1275-1289. https://doi.org/10.1617/s11527-012-9971-6
Rutting of bituminous mixtures: wheel tracking tests campaign analysis
Perraton, D., Di Benedetto, H., Sauzéat, C., De La Roche, C., Bankowski, W., Partl, M., & Grenfell, J. (2011). Rutting of bituminous mixtures: wheel tracking tests campaign analysis. Materials and Structures, 44(5), 969-986. https://doi.org/10.1617/s11527-010-9680-y
Evaluation of accelerometers to determine pavement deflections under traffic loads
Arraigada, M., Partl, M. N., Angelone, S. M., & Martinez, F. (2009). Evaluation of accelerometers to determine pavement deflections under traffic loads. Materials and Structures, 42, 779-790. https://doi.org/10.1617/s11527-008-9423-5
Statistical investigation of two different interlayer shear test methods
Santagata, F. A., Ferrotti, G., Partl, M. N., & Canestrari, F. (2009). Statistical investigation of two different interlayer shear test methods. Materials and Structures, 42(6), 705-714. https://doi.org/10.1617/s11527-008-9414-6
Influence of water and temperature on mechanical properties of selected asphalt pavements
Gubler, R., Partl, M. N., Canestrari, F., & Grilli, A. (2005). Influence of water and temperature on mechanical properties of selected asphalt pavements. Materials and Structures, 38(5), 523-532. https://doi.org/10.1007/BF02479543
Evaluation of road safety installations with a model rutting tester
Sokolov, K., Stimolo, M., Burger, H. M., & Partl, M. N. (2005). Evaluation of road safety installations with a model rutting tester. Materials and Structures, 38(5), 533-540. https://doi.org/10.1007/BF02479544