A new methodology to assess the remaining service life of motorway pavements at the network level from traffic speed deflectometer measurements
Author:
Affiliation:
1. Dipartimento di Ingegneria Civile, Edile, e Architettura (DICEA), Università Politecnica delle Marche, Ancona, Italy
2. Autostrade per l’Italia S.p.A., Roma, Italy
Funder
Autostrade
per
l'Italia
S.p.A
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/10298436.2022.2128349
Reference35 articles.
1. Asphalt Institute, 1981. Thickness design - Asphalt pavements for highways and streets.
2. Baltzer, S., 2009. Three years of High Speed Deflectograph measurements of the Danish state road network. In: Proceedings of the 8th international conference on the bearing capacity of roads, railways and airfields, 1, 443–450.
3. Baltzer, S. et al., 2010. Continuous bearing capacity profile of 18000 km Australian road network in 5 months. In: 24th ARRB Conference, Melbourne.
4. In Situ Pavement Monitoring: A Review
5. Multi-objective optimization for pavement maintenance and rehabilitation decision-making: A critical review and future directions
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1. Elastic and viscoelastic back-calculation of pavement layers’ moduli using data obtained from traffic speed deflection devices;Construction and Building Materials;2024-10
2. Pilot Study to Incorporate Network-Level Structural Condition in Agency Pavement Management Practices;Transportation Research Record: Journal of the Transportation Research Board;2024-07-24
3. Enhancing pavement performance prediction with traffic speed deflection data;International Journal of Pavement Engineering;2024-04-25
4. Prediction of critical strains of flexible pavement from traffic speed deflectometer measurements;Construction and Building Materials;2024-01
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