Use of Extreme Value Distributions in Describing the Overloaded Axle Load Data from Pavements

Author:

Savio Donia1ORCID,Krishnan J. Murali2ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600036, India. ORCID:

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600036, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference34 articles.

1. AASHTO. 1993. AASHTO guide for design of pavement structures. Washington, DC: AASHTO.

2. AASHTO. 2008. Mechanistic-empirical pavement design guide: A manual of practice. Washington, DC: AASHTO.

3. Alfredo, H.-S. A., and H. Wilson. 1975. Probability concepts in engineering planning and design. New York: Wiley.

4. Asphalt Institute. 2001. Thickness design: Asphalt pavements for highways and streets (manual series no.1). Lexington, KY: Asphalt Institute.

5. Site specific probability distribution of extreme traffic action effects

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