Profile

Jean-Pascal Bilodeau
Regular member
Department of Civil Engineering and Water Engineering
Laval University
jean-pascal.bilodeau@gci.ulaval.ca

Scientific Communications

Pérez-González, E.L., Bilodeau, J.-P., Doré, G., 2022. Plastic strain rate in granular materials as a function of stress history: a probabilistic approach for the PBD model. International Journal of Pavement Engineering(published online 2022-05-31). DOI: 10.1080/10298436.2022.2078974.

Pérez-González, E.L., Bilodeau, J.-P., Segui, P., Doré, G., 2022. Resilient and permanent deformation of foam glass aggregates assemblies. Pages 463-470 dans Eleventh International Conference on the Bearing Capacity of Roads, Railways and Airfields, Volume 3. CRC Press. DOI: 10.1201/9781003222910-48.

Bilodeau, J.-P., Pérez-González, E.L., 2021. Permanent deformation analysis of base layers with recycled material: Effect of density and stress level. Transportation Geotechnics, 27, 100466. DOI: 10.1016/j.trgeo.2020.100466.

Pérez-González, E.L., Bilodeau, J.-P., Doré, G., 2021. A criterion to quantify the effect of superheavy vehicles on asphalt pavements based on layers deformation. International Journal of Pavement Engineering(published online 2021-06-30). DOI: 10.1080/10298436.2021.1948045.

Pérez-González, E.L., Bilodeau, J.-P., Doré, G., 2021. Analysis model for permanent deformation in granular materials under the action of superheavy vehicles. Transportation Geotechnics, 28, 100536. DOI: 10.1016/j.trgeo.2021.100536.

Pérez-González, E.L., Bilodeau, J.-P., Doré, G., 2021. Analysis of the effect of superheavy load vehicles: A review of current criteria. Canadian Journal of Civil Engineering, 49(4): 527-535. DOI: 10.1139/cjce-2020-0483.

Pérez-González, E.L., Bilodeau, J.-P., Doré, G., 2021. Use of the permanent strain rate to analyze the effect of superheavy vehicles on pavements: Field validation. Transportation Geotechnics, 30, 100603. DOI: 10.1016/j.trgeo.2021.100603.

Pérez-González, E.L., Bilodeau, J.-P., Doré, G., Doré-Richard, S., 2021. Assessment of the permanent deformation at the earth core of a rockfill dam under heavy vehicle loading. Canadian Geotechnical Journal, 58(2): 165-175. DOI: 10.1139/cgj-2019-0449.

Berraha, Y., Perraton, D., Doré, G., Vaillancourt, M., Bilodeau, J.-P., 2020. Laboratory investigation of cracked asphalt pavement structure using accelerated loading system. Pages 51-60 dans Accelerated Pavement Testing to Transport Infrastructure Innovation. Lecture Notes in Civil Engineering, 96Springer. DOI: 10.1007/978-3-030-55236-7_6.

Bilodeau, J.-P., Doré, G., 2020. Assessment of pavement response during spring thaw using heavy vehicle simulator testing. Journal of Testing and Evaluation, 48(1): 35-40. DOI: 10.1520/JTE20180921.

Bilodeau, J.-P., Yi, J., Doré, G., 2020. Assessment of flexible pavement response during partial thawing conditions using accelerated pavement testing. Journal of Cold Regions Engineering, 34(2), 4020007. DOI: 10.1061/(ASCE)CR.1943-5495.0000212.

Pérez-González, E., Bilodeau, J.-P., Doré, G., 2020. Effect of the incremental loading conditions in the permanent deformation in heavy vehicle simulator tests. Pages 127-136 dans Accelerated Pavement Testing to Transport Infrastructure Innovation. Lecture Notes in Civil Engineering, 96Springer. DOI: 10.1007/978-3-030-55236-7_14.

Bilodeau, J.-P., Grellet, D., Doré, G., Phénix, M., 2019. Effect of flotation tires used for agricultural field equipment on flexible pavement damage. Canadian Journal of Civil Engineering, 46(6): 501-510. DOI: 10.1139/cjce-2018-0384.

Sylvestre, O., Bilodeau, J.-P., Doré, G., 2019. Effect of frost heave on long-term roughness deterioration of flexible pavement structures. International Journal of Pavement Engineering, 20(6): 704-713. DOI: 10.1080/10298436.2017.1326598.

Bilodeau, J.-P., Doré, G., 2018. Flexible pavement damage during spring thaw: A field study using the falling weight deflectometer. Canadian Journal of Civil Engineering, 45(3): 227-234. DOI: 10.1139/cjce-2017-0465.

Bilodeau, J.-P., Cloutier, J.-P., Doré, G., 2017. Experimental damage assessment of flexible pavements during freeze-up. Journal of Cold Regions Engineering, 31(4): 04017014. DOI: 10.1061/(ASCE)CR.1943-5495.0000140.

Bilodeau, J.-P., Doré, G., 2017. Flexible pavement damage during spring thaw: a field study using the Falling Weight Deflectometer. Revue canadienne de génie civil, 45(3): 227-234. DOI: 10.1139/cjce-2017-0465.

Bilodeau, J.-P., Gagnon, L., Doré, G., 2017. Assessment of the relationship between the international roughness index and dynamic loading of heavy vehicles. International Journal of Pavement Engineering, 18(8): 693-701. DOI: 10.1080/10298436.2015.1121780.

Bilodeau, J.-P., Ouellet Plamondon, C., Doré, G., 2017. Estimation du module réversible des matériaux granulaires MG20: Effet combiné de la granulométrie et des caractéristiques de la source de granulats. Via Bitume, 12(1): 26-29.

Sylvestre, O., Bilodeau, J.-P., Doré, G., 2017. Effet du soulèvement au gel sur la durée de vie des chaussées. Via Bitume, 12(1): 20-23.

Youdjari, D., Doré, G., Bilodeau, J.-P., 2017. Calibration et validation d’un modèle de prédiction de l’uni des chaussées flexibles. Canadian Journal of Civil Engineering, 44(9): 751-759. DOI: 10.1139/cjce-2017-0016.

Youdjari, D., Doré, G., Bilodeau, J.-P., 2017. Une nouvelle approche pour prédire l’uni des chaussées flexibles pendant la durée de vie utile. Canadian Journal of Civil Engineering, 44(7): 495-503. DOI: 10.1139/cjce-2017-0015.

Badiane, M., El youssoufy, A., Doré, G., Bilodeau, J.-P., 2016. Effet des charges sur la chaussée en période de restriction de charges. Rapport GCT-2016-01. Rapport préparé pour Ministère des Transports, de la Mobilité durable et de l’Électrification des transports. 92 pages.

Bilodeau, J.-P., Doré, G., 2016. Effet des charges dynamiques sur les structures de chaussées flexibles. Via Bitume, 11(1): 27-29.

Bilodeau, J.-P., Doré, G., Perron Drolet, F., Chaumont, D., 2016. Correction of air freezing index for pavement frost protection design to consider future climate changes. Canadian Journal of Civil Engineering, 43(4): 312-319. DOI: 10.1139/cjce-2015-0475.

Bilodeau, J.-P., Ouellet Plamondon, C., Doré, G., 2016. Estimation of resilient modulus of unbound granular materials used as pavement base: combined effect of grain-size distribution and aggregate source frictional properties. Materials and Structures, 49(10): 4363–4373. DOI: 10.1617/s11527-016-0793-9.

Cloutier, J.-P., Bilodeau, J.-P., Doré, G., 2016. Analyse de l’effet d’octroi de primes de charge durant l’hiver sur les chaussées flexibles. Via Bitume, 11(3): 36-39.

El youssoufy, A., Doré, G., Bilodeau, J.-P., Prophète, F., 2016. Effet des charges sur les chaussées en période de restriction des charges. Via Bitume, 11(2): 10-12.

Yi, J., Doré, G., Bilodeau, J.-P., 2016. Monitoring and modeling the variations of structural behavior of a flexible pavement structure during freezing. Journal of Cold Regions Engineering, 30(4): 04016004. DOI: 10.1061/(ASCE)CR.1943-5495.0000107.

Youdjari, D., Doré, G., Bilodeau, J.-P., 2016. Développement d’un modèle de prédiction de la déformation permanente considérant les propriétés physiques du sol d’infrastructure. Canadian Journal of Civil Engineering, 43(11): 958-967. DOI: 10.1139/cjce-2016-0299.

Bilodeau, J.-P., Doré, G., Savoie, C., 2015. Laboratory evaluation of flexible pavement structures containing geocomposite drainage layers using light weight deflectometer. Geotextiles and Geomembranes, 43(2): 162-170. DOI: 10.1016/j.geotexmem.2015.02.002.

Bilodeau, J.-P., Doré, G., 2014. Direct estimation of vertical strain at the top of the subgrade soil from interpretation of falling weight deflectometer deflection basins. Canadian Journal of Civil Engineering, 41(5): 403-408. DOI: 10.1139/cjce-2013-0128.

Bilodeau, J.-P., Doré, G., 2014. Stress distribution experienced under a portable light-weight deflectometer loading plate. International Journal of Pavement Engineering, 15(6): 564-575. DOI: 10.1080/10298436.2013.772612.

Bilodeau, J.-P., Doré, G., Périer, L., 2014. Falling weight deflectometer analysis of flexible pavement structure built built geotextile drainage layers. Canadian Journal of Civil Engineering, 41(6): 540-549. DOI: 10.1139/cjce-2013-0217.

Bilodeau, J.-P., Doré, G., Depatie, J., 2013. Mitigation of permanent deformation in base layer containing recycled asphalt aggregates. Canadian Journal of Civil Engineering, 40(2): 181-187. DOI: 10.1139/cjce-2012-0395.

Grellet, D., Doré, G., Bilodeau, J.-P., 2013. Wide-base single-tire and dual-tire assemblies: Comparison based on experimental pavement response and predicted famage. Transportation Research Record: Journal of the Transportation Research Board, 2369: 47-56. DOI: 10.3141/2369-06.

Grellet, D., Doré, G., Bilodeau, J.-P., Gauliard, T., 2013. Comparison between wide base single tire and dual tires assembly based on experimental pavement response and predicted damage. Rapport préparé pour Transportation Research Board.

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