Reliability and risk analysis for overlay designing of flexible pavements
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s41062-024-01392-x.pdf
Reference23 articles.
1. Iranian ministry of roads and urban development (2011) ‘Iran highway asphaltic paving code (Code 234)’
2. Ayman Aguib A, Ashraf Ayman Aguib B (2021) ‘Flexible pavement design AASHTO 1993 versus mechanistic-flexible pavement design AASHTO 1993 versus mechanistic-empirical pavement design empirical pavement design flexible pavement design AASHTO 1993 versus mechanistic-empirical pavement design’. Available at: https://fount.aucegypt.edu/retro_etds
3. Crook AL, Montgomery SR, Guthrie WS (2012) Use of falling weight deflectometer data for network-level flexible pavement management. Transp Res Rec 2304:75–85. https://doi.org/10.3141/2304-09
4. Gransberg D, Pittenger M (2013) ‘Quantifying the whole life benefit of preserving concrete pavements using silicon reactive lithium densifier and shotblasting—a promising new technology’, pp 383–388. doi: https://doi.org/10.3850/978-981-08-7920-4_i-4-0093
5. Deshpande VP et al (2012) ‘Effects of overlay designs on reliability of flexible pavements.’ Struct Infrastruct Eng 8(2):185–198. https://doi.org/10.1080/15732470903517967
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