Methodological Framework for Truck-Factor Estimation Considering Vehicle–Pavement Interaction-Reference-Cited by-同舟云学术

Methodological Framework for Truck-Factor Estimation Considering Vehicle–Pavement Interaction

Published:2015-02 Issue:2 Volume:141 Page:04014074
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Marques Almeida Arminda Maria¹,Santos Luís Guilherme de Picado²

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Univ. of Coimbra, Rua Luís Reis Santos—Polo II, Faculdade de Ciências e Tecnologia, 3030-788 Coimbra, Portugal (corresponding author).

2. Full Professor, Dept. of Civil Engineering, Architecture and Georesources, Instituto Superior Técnico, Univ. of Lisbon, Avenida Rovisco Pais, 1049-001 Lisbon, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000726

Reference31 articles.

1. AASHTO. (1993). AASHTO guide for design of pavement structures Washington DC.

2. Almeida A. and Picado-Santos L. (2010). “The use of the boundary element method to establish a pavement response.” Proc. 2nd Int. Conf. on Transport Infrastructures (CD-ROM) International Society for Maintenance And Rehabilitation of Transport Infrastructures (ISMARTI) Guimarães Portugal.

3. Almeida A. Picado-Santos L. and Capitão S. (2013). “Assessment of the effect of the longitudinal roughness on the pavement life using the boundary element method.” 7 Congresso Rodoviário Português Lisboa Portugal (in Portuguese) 〈http://www.crp.pt/docs/A45S129-56_Art_T5_7CRP_2013.pdf〉 (Jul. 10 2014).

4. Birgisson B. Sangpetngam B. and Roque R. (2002). “Predicting viscoelastic response and crack growth in asphalt mixtures with the boundary element method.” Transportation Research Record 1789 Transportation Research Board Washington DC.

5. Blab R. (1999). “Introducing improved loading assumptions into analytical pavement models based on measured contact stresses of tires.” Proc. Int. Conf. on Accelerated Pavement Testing (CD-ROM) Transportation research Board Reno NV.

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