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  • (-) Publication Year = 2006 - 2019
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New wheel tracking test to analyze movements of aggregates in multi-layered asphalt specimens
Abd-Alla, E. S. M., Moriyoshi, A., Partl, M. N., Takahashi, K., Kondo, T., & Tomoto, T. (2006). New wheel tracking test to analyze movements of aggregates in multi-layered asphalt specimens. Journal of the Japan Petroleum Institute, 49(5), 274-279. https://doi.org/10.1627/jpi.49.274
Moisture response of building facades to wind-driven rain: field measurements compared with numerical simulations
Abuku, M., Blocken, B., & Roels, S. (2009). Moisture response of building facades to wind-driven rain: field measurements compared with numerical simulations. Journal of Wind Engineering and Industrial Aerodynamics, 97(5-6), 197-207. https://doi.org/10.1016/j.jweia.2009.06.006
Der "Fussabdruck" des Güterverkehrs. Mobility-Pricing für schwere Brummer und Güterzüge
Anderegg, P., & Poulikakos, L. D. (2008). Der "Fussabdruck" des Güterverkehrs. Mobility-Pricing für schwere Brummer und Güterzüge. Neue Zürcher Zeitung (139).
Structural resistance and interlayer bonding of bridge-deck systems
Angst, C., & Raab, C. (2016). Structural resistance and interlayer bonding of bridge-deck systems. In 6th Eurasphalt & Eurobitume congress (p. (10 pp.). https://doi.org/10.14311/EE.2016.228
A study of hot-mix asphalt susceptible to moisture-induced material loss
Arepalli, U. M., Mallick, R. B., Mathisen, P., Poulikakos, L., Griffa, M., Hartmann, S., & Nener-Plante, D. (2017). A study of hot-mix asphalt susceptible to moisture-induced material loss. In TRB 96th annual meeting compendium of papers (pp. 17-04156 (18 pp.).
Field validation of high content recycled asphalt concrete mixtures with accelerated pavement testing
Arraigada, M., Piemontese, F., Hugener, M., & Partl, M. N. (2018). Field validation of high content recycled asphalt concrete mixtures with accelerated pavement testing (pp. 1-7). Presented at the ISAP conference 2018. International Society for Asphalt Pavement (ISAP).
Einfluss kanalisierter und nicht kanalisierter Belastung mit der Grossversuchsanlage MLS10 auf die Widerstandsfähigkeit eines T2 Norm-Belages
Arraigada, M., Piemontese, F., Treuholz, A., & Partl, M. N. (2017). Einfluss kanalisierter und nicht kanalisierter Belastung mit der Grossversuchsanlage MLS10 auf die Widerstandsfähigkeit eines T2 Norm-Belages. (Forschung im Strassenwesen, Report No.: 1615). Eidgenössisches Departement für Umwelt, Verkehr, Energie und Kommunikation UVEK, Bundesamt für Strassen ASTRA.
Estudio del uso de acelerómetros en la determinación de la deflexión de pavimentos bajo las cargas del tránsito. Su aplicación al análisis estructural de pavimentos flexibles
Arraigada, M. U. (2010). Estudio del uso de acelerómetros en la determinación de la deflexión de pavimentos bajo las cargas del tránsito. Su aplicación al análisis estructural de pavimentos flexibles [Doctoral dissertation]. Universidad Nacional de Rosario.
Study of the bearing capacity of swiss standard pavements under MLS10 loading
Arraigada, M., Treuholz, A., & Partl, M. N. (2016). Study of the bearing capacity of swiss standard pavements under MLS10 loading. In J. P. Aguiar-Moya, A. Vargas-Nordcbeck, F. Leiva-Villacorta, & L. G. Loría-Salazar (Eds.), The roles of accelerated pavement testing in pavement sustainability (pp. 241-255). https://doi.org/10.1007/978-3-319-42797-3_16
Calculation of displacements of measured accelerations, analysis of two accelerometers and application in road engineering
Arraigada, M., & Partl, M. (2006). Calculation of displacements of measured accelerations, analysis of two accelerometers and application in road engineering. In Conference paper STRC 2006 (p. (30 pp.).
Vergleich verschieden starker Asphalt-Belagsaufbauten: Ermittlung der Versagensgrenze eines T4 Norm- Belages mit der mobilen Grossversuchsanlage MLS10
Arraigada, M., Treuholz, A., & Partl, M. N. (2016). Vergleich verschieden starker Asphalt-Belagsaufbauten: Ermittlung der Versagensgrenze eines T4 Norm- Belages mit der mobilen Grossversuchsanlage MLS10. Bundesamt für Strassen.
Determination of road deflections from traffic induced accelerations
Arraigada, M., Partl, M. N., & Angelone, S. (2007). Determination of road deflections from traffic induced accelerations. Road Materials and Pavement Design, 8(3), 399-421. https://doi.org/10.3166/rmpd.8.399-421
Influence of SAMI on the Performance of Reinforcement Grids
Arraigada, M., Raab, C., Partl, M. N., Perrota, F., & Tebaldi, G. (2016). Influence of SAMI on the Performance of Reinforcement Grids. In A. Chabot, W. G. Buttlar, E. V. Dave, C. Petit, & G. Tebaldi (Eds.), RILEM Bookseries: Vol. 13. 8th RILEM International conference on mechanisms of cracking and debonding in pavements (pp. 337-342). https://doi.org/10.1007/978-94-024-0867-6_47
Use of APT for validating the efficiency of reinforcement grids in asphalt pavements
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. P. Aguiar-Moya, A. Vargas-Nordcbeck, F. Leiva-Villacorta, & L. G. Loría-Salazar (Eds.), The roles of accelerated pavement testing in pavement sustaibability (pp. 509-521). https://doi.org/10.1007/978-3-319-42797-3_33
Determination of road deflections from traffic induced accelerations
Arraigada, M., Partl, M. N., Arraigada, M., & Angelone, S. (2007). Determination of road deflections from traffic induced accelerations. Road Materials and Pavement Design, 8(3), 399-421. https://doi.org/10.1080/14680629.2007.9690081
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
Initial tests results from the MLS10 Mobile Load Simulator in Switzerland
Arraigada, M., Partl, M. N., & Pugliessi, A. (2012). Initial tests results from the MLS10 Mobile Load Simulator in Switzerland. In D. Jones, J. Harvey, A. Mateos, & I. Al-Qadi (Eds.), Advances in pavement design through full-scale accelerated pavement testing (pp. 277-285).
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
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
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
 

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