Modeling pavement damage and predicting fatigue cracking of flexible pavements based on a combination of deterministic method with stochastic approach using Miner’s hypothesis-Reference-Cited by-同舟云学术

Modeling pavement damage and predicting fatigue cracking of flexible pavements based on a combination of deterministic method with stochastic approach using Miner’s hypothesis

Published:2019-02-13 Issue:3 Volume:1 Page:
ISSN:2523-3963
Container-title:SN Applied Sciences
language:en
Short-container-title:SN Appl. Sci.

Author:

Elnashar Gamaleddine,Bhat Rama B.,Sedaghati Ramin

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Physics and Astronomy,General Engineering,General Environmental Science,General Materials Science,General Chemical Engineering

Link

http://link.springer.com/content/pdf/10.1007/s42452-019-0238-5.pdf

Reference34 articles.

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2. Guo R, Prozzi JA (2009) Prediction of in-service fatigue life of flexible pavements based on accelerated pavement testing. J Test Eval 37(5):449–453

3. Anonymous (2010) Pavement distress survey manual, Oregon Department of Transportation Pavement Services

4. Wang Y, Mahboub KC, Hancher DE (2005) Survival analysis of fatigue cracking for flexible pavements based on long-term pavement performance data. J Transp Eng 131(8):608–616

5. Priest AL, Timm DH (2006) Methodology and calibration of fatigue transfer functions for mechanistic empirical flexible pavement design. No. NCAT Report 06-03

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