Relationship between Pavement Roughness and Distress Parameters for Indian Highways-Reference-Cited by-同舟云学术

Relationship between Pavement Roughness and Distress Parameters for Indian Highways

Published:2013-05 Issue:5 Volume:139 Page:467-475
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Chandra Satish¹,Sekhar Chalumuri Ravi²,Bharti Anish Kumar³,Kangadurai B.⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee 247667, India (corresponding author).

2. Senior Scientist, RDM Division, CSIR-Central Road Research Institute, Mathura Rd., New Delhi 110025, India.

3. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee 247667, India.

4. Principal Scientist, RDM Division, CSIR-Central Road Research Institute, Mathura Rd., New Delhi 110025, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000512

Reference19 articles.

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3. Al-Omari B. and Darter M. I. (1995). “Effect of pavement deterioration types on IRI and rehabilitation.” Transportation Research Record 1505 National Research Council Washington DC 57–65.

4. Ceylan H. (2002). “Analysis and design of concrete pavement systems using artificial neural networks.” Ph.D. dissertation Univ. of Illinois at Urbana-Champaign Urbana IL.

5. Pavement Roughness Modeling Using Back-Propagation Neural Networks

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