Prediction of the Remaining Fatigue Life of Flexible Pavements Using Laboratory and Field Correlations-Reference-Cited by-同舟云学术

Prediction of the Remaining Fatigue Life of Flexible Pavements Using Laboratory and Field Correlations

Published:2015-07 Issue:7 Volume:27 Page:04014201
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Biligiri Krishna Prapoorna¹,Said Safwat H.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, West Bengal 721 302, India (corresponding author).

2. Associate Professor, VTI—Swedish National Road and Transport Research Institute, SE-581 95 Linkoping, Sweden.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001161

Reference33 articles.

1. Asphalt mixtures’ crack propagation assessment using semi-circular bending tests;Biligiri K. P.;Int. J. Pavement Res. Technol.,2012

2. Brown S. F. Pell P. S. and Stock A. F. (1977). “The application of simplified fundamental design procedures for flexible pavements.” Proc. 4th Int. Conf. on the Structural Design of Asphalt Pavements Vol. 1 Univ. of Michigan Ann Arbor MI.

3. EN 12697-44: 2010. (2010). “Bituminous mixtures—Test methods for hot mix asphalt—Part 44: Crack propagation by semi-circular bending test.” European Committee for Standardization Brussels Belgium.

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