Triaxial resilient modulus regression models for cold recycled asphalt mixtures
Author:
Affiliation:
1. Department of Transportation Engineering, Universidade de São Paulo, São Paulo, Brazil
2. Department of Production Engineering, Universidade de São Paulo, São Paulo, Brazil
Funder
Conselho Nacional de Desenvolvimento Científico e Tecnológico Científico e Tecnológico
Coordenação de Aperfeiçamento de Pessoal de Nível Superior
Fundação de Amparo ã Pesquisa do Estado de São Paulo
Coordenação de Aperfeiçoamento de Pessoal de Nível SuperiorFundação de Amparo à Pesquisa do Estado de São Paulo.
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2023.2192832
Reference37 articles.
1. A new look at the statistical model identification
2. American Association of State Highway and Transportation Officials – AASHTO. (2017). Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials (T307-99).
3. ARA, Inc., ERES Consultants Division. (2004). Guide for mechanistic – empirical design of new and rehabilitated pavement structures (Report No. NCHRP Project 1-37A).
4. Design of cold recycled mixes with asphalt emulsion and portland cement
5. Resilient Moduli of Reclaimed Asphalt Pavement Aggregate Subbase Blends
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