Impact of Nonlinear Elastic Behavior of Foamed Asphalt Stabilized Mixes on Pavement Structural Performance

Author:

Kuchiishi Andre Kazuo1ORCID,Vasconcelos Kamilla2ORCID,dos Santos Antão Camila Christine3ORCID,de Souza Gabriel4,Rodrigues de Andrade Lucas5,Dave Eshan6ORCID,Bariani Bernucci Liedi Legi7ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27607 (corresponding author). ORCID: .

2. Professor, Dept. of Transportation Engineering, Escola Politécnica da Universidade de São Paulo, São Paulo, SP 05508-010, Brazil. ORCID: .

3. Undergraduate Student, Dept. of Transportation Engineering, Escola Politécnica da Universidade de São Paulo, São Paulo, SP 05508-010, Brazil. ORCID: .

4. Undergraduate Student, Dept. of Transportation Engineering, Escola Politécnica da Universidade de São Paulo, São Paulo, SP 05508-010, Brazil.

5. Ph.D. Student, Dept. of Transportation Engineering, Escola Politécnica da Universidade de São Paulo, São Paulo, SP 05508-010, Brazil.

6. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, Durham, NH 03824. ORCID: .

7. Full Professor, Dept. of Transportation Engineering, Escola Politécnica da Universidade de São Paulo, São Paulo, SP 05508-010, Brazil. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. The Virginia smart road: The impact of pavement instrumentation of understanding pavement performance;Al-Qadi I. L.;J. Assoc. Asphalt Pavement,2004

2. ANTT (Agência Nacional de Transportes Terrestres). 2019. Desenvolvimento do modelo de deterioração de pavimentos asfálticos com uso de instrumentação e sistema weigh-in-motion: Fase II [Development of an asphalt pavement deterioration model by means of instrumentation and weigh-in-motion system: Phase II]. Rio de Janeiro, Brazil: ANTT.

3. Asphalt Academy. 2009. Technical guideline: Bitumen stabilised materials. 2nd ed. Pretoria, South Africa: Asphalt Academy.

4. Procedure for compaction of test specimens using the vibratory hammer, laboratory test;Asphalt Academy;Method,2016

5. Effect of State of Stress on the Resilient Modulus of Base Layer Containing Reclaimed Asphalt Pavement

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