The resilient modulus (MR) of unbound materials is a required input in most of the mechanistic-based pavement analysis and design process and has a significant effect on the projected pavement performance in the mechanistic–empirical pavement design guide programme or AASHTOWare DARwin. The Iowa Department of Transportation (DOT) recently acquired a servo-hydraulic dynamic loading materials test system known as the Nottingham asphalt tester (NAT). The Iowa DOT NAT is a hybrid servo-hydraulic machine designed for testing not only hot-mix asphalt performance properties but also unbound materials' MR (although this has not been verified so far). The primary objectives of this research are to update and verify the capacity of the Iowa DOT hybrid NAT for testing unbound material's MR through a detailed laboratory testing programme and regression analyses using non-linear stress-dependent models.
Article navigation
December 2012
Research Article|
April 03 2012
Unbound material characterisation with Nottingham asphalt tester
Sunghwan Kim, PhD, PE;
Sunghwan Kim, PhD, PE
1
Postdoctoral Research Associate, Iowa State University, Ames, Iowa, USA
Search for other works by this author on:
Kasthurirangan Gopalakrishnan, PhD;
Kasthurirangan Gopalakrishnan, PhD
2
Research Assistant Professor, Iowa State University, Ames, Iowa, USA
Search for other works by this author on:
Halil Ceylan, PhD
Halil Ceylan, PhD
3
Associate Professor, Iowa State University, Ames, Iowa, USA
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
January 13 2011
Accepted:
May 10 2011
Online ISSN: 1747-6518
Print ISSN: 1747-650X
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Construction Materials (2012) 165 (6): 355–365.
Article history
Received:
January 13 2011
Accepted:
May 10 2011
Citation
Kim S, Gopalakrishnan K, Ceylan H (2012), "Unbound material characterisation with Nottingham asphalt tester". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 165 No. 6 pp. 355–365, doi: https://doi.org/10.1680/coma.11.00007
Download citation file:
Suggested Reading
Cyclic plate testing of geosynthetic-reinforced airfield pavements
Proceedings of the Institution of Civil Engineers - Ground Improvement (March,2019)
Spatial variability modeling and reliability analysis of flexible pavement through mechanistic–empirical model
Journal of Engineering, Design and Technology (June,2019)
Speed and reloading effects on pavement rutting
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (July,2007)
The benefits of stabilisation geogrids in whole pavement construction
Proceedings of the Institution of Civil Engineers - Civil Engineering (August,2015)
Evaluation of a warm-mix asphalt additive
Proceedings of the Institution of Civil Engineers - Construction Materials (February,2008)
Related Chapters
US CONCRETE PAVEMENT TECHNOLOGY – CURRENT PRACTICES, FUTURE DIRECTIONS
Concrete for Transportation Infrastructure: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
