Modeling the Postflood Short-Term Behavior of Flexible Pavements-Reference-Cited by-同舟云学术

Modeling the Postflood Short-Term Behavior of Flexible Pavements

Published:2016-10 Issue:10 Volume:142 Page:04016042
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Sultana Masuda¹,Chai Gary²,Martin Tim³,Chowdhury Sanaul⁴

Affiliation:

1. Austroads Fellow, Griffith School of Engineering, Griffith Univ., Gold Coast, QLD 4222, Australia (corresponding author).

2. Senior Research Fellow, Griffith School of Engineering, Griffith Univ., Gold Coast, QLD 4222, Australia.

3. Chief Scientist, Asset Management, ARRB Group Ltd., Melbourne, Victoria, 500 Burwood Hwy Vermont South, Gold Coast, VIC 3133, Australia.

4. Senior Lecturer, Griffith School of Engineering, Griffith Univ., Gold Coast, QLD 4222, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000873

Reference37 articles.

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

2. Deterministic Performance Prediction Model for Rehabilitation and Management of Flexible Pavement

3. Asian Development Bank. (1995). “Modelling road deterioration and maintenance effects in HDM-4 RETA 5549-REG highway development and management research final report.” Asian Development Bank International Study of Highway Development and Management Tools.

4. Austroads. (2010a). “Interim network level functional road deterioration models.” AP–T158/10 Sydney Australia.

5. Austroads. (2010b). “Predicting structural deterioration of pavements at a network level—Interim models.” AP–T159/10 Sydney Australia.

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