Abstract

This paper aims to develop measures to minimize the early-age fatigue damage of prematurely opened cement-treated bases (CTBs) due to repetitive heavy traffic loading. The four-point bending test was used in this study to characterize the early-age fatigue performance as well as the flexural properties of two different locally sourced granular materials stabilized with 3% general purpose (GP) cement. All the flexural tests were executed under stress-controlled mode. The fatigue test results evinced the existence of an endurance limit in cemented granular materials (CGMs) even at 7 days curing age. A stress-based fatigue performance model was developed for predicting the early-age fatigue performance of CGMs in service. In addition, the 7-day fatigue test data from this study were validated using existing CGM fatigue models. The numerical results obtained from the CIRCLY program indicated that the level of interaction between the axles of an axle configuration decreases with decreasing CTB layer thickness, resulting in increased pavement fatigue damage. It was also found that the asphalt cover over CTB required to prevent the occurrence of initial fatigue damage to the CTB decreases with increasing CTB modulus, subgrade strength, and CTB layer thickness. The limitations and simplifications in current pavement design and testing methods are also critically discussed and addressed on the basis of the results of this study.

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Acknowledgments

This research work is a part of a research project (LP130100884) sponsored by the Australian Research Council (ARC), IPC Global, Queensland Department of Transport and Main Roads (QDTMR), Golder Associates, and Hong Kong Road Research Laboratory (HKRRL). Their financial and in-kind support are gratefully acknowledged.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 6June 2018

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Received: Feb 4, 2017
Accepted: Oct 24, 2017
Published online: Mar 19, 2018
Published in print: Jun 1, 2018
Discussion open until: Aug 19, 2018

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Ph.D. Candidate, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia (corresponding author). ORCID: https://orcid.org/0000-0003-0839-1045. E-mail: [email protected]
Ha Hong Bui, Ph.D. [email protected]
Senior Lecturer, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia. E-mail: [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia. E-mail: [email protected]
Peerapong Jitsangiam, Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, Center of Excellence for Natural Disaster Management, Chiang Mai Univ., Chiang Mai 50200, Thailand. E-mail: [email protected]
Jayantha Kodikara, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia. E-mail: [email protected]

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