Effect of untreated aggregates nonlinearity on pavement design
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)
Link
https://link.springer.com/content/pdf/10.1007/s41062-022-00860-6.pdf
Reference29 articles.
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2. Johnson CW (1961) Comparative Studies of combinations of Treated and Untreated Bases and Subbases for Flexible Pavements, paper presented at the 40th TRB annual meeting
3. Li Y, Metcalf JB, Romanoschi SA, Rasoulian M (1999) Performance and failure modes of louisiana asphalt pavements with soil-cement bases under full-scale accelerated loading. Transp Res Rec 1673:9–15. https://doi.org/10.3141/1673-02
4. Metcalf JB, Romanoschi SA, Li Y, Rasoulian M (1999) The first full-scale accelerated pavement test in Louisiana: Development and findings
5. Papadopoulos E, Santamarina J (2017) Inverted base pavements: construction and performance. Int J Pavement Eng. https://doi.org/10.1080/10298436.2017.1326237
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