Full-scale test sections were constructed and trafficked at the U.S. Army Engineer Research and Development Center (ERDC) to provide performance data for comparing the effectiveness of multi-axial geogrid stabilised flexible pavement sections with an unstabilised flexible pavement section. Two test sections containing differing multi-axial geogrids were constructed and trafficked under shelter in ERDC's hangar 2 pavement test facility. The test sections were subjected to accelerated traffic loading using a dual-wheel tandem-axle configuration simulating typical highway loadings. Permanent surface deformation, rutting, pavement stiffness and instrumentation response data were collected at designated traffic intervals. The results of the study indicate that the geogrid stabilised sections improved the performance of the pavement section when compared with the unstabilised section.
Article navigation
November 2018
Research Article|
June 06 2018
Performance of multi-axial geogrid stabilised flexible pavements
William Jeremy Robinson, PE;
William Jeremy Robinson, PE
Research Civil Engineer, U.S. Army Engineer Research and Development Center, Vicksburg, MS, USA (corresponding author: jeremy.robinson@usace.army.mil)
Search for other works by this author on:
Jeb S. Tingle, PE;
Jeb S. Tingle, PE
Research Civil Engineer, U.S. Army Engineer Research and Development Center, Vicksburg, MS, USA
Search for other works by this author on:
Gregory J. Norwood, PE;
Gregory J. Norwood, PE
Research Civil Engineer, U.S. Army Engineer Research and Development Center, Vicksburg, MS, USA
Search for other works by this author on:
Mark H. Wayne, PhD, PE;
Mark H. Wayne, PhD, PE
Director of Application Technology, Tensar International Corporation, Alpharetta, GA, USA
Search for other works by this author on:
Jayhyun Kwon, PhD, PE
Jayhyun Kwon, PhD, PE
Assistant Professor, Kennesaw State University, Marietta, GA, USA
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
April 25 2017
Accepted:
March 22 2018
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2018
Proceedings of the Institution of Civil Engineers - Ground Improvement (2018) 171 (4): 185–194.
Article history
Received:
April 25 2017
Accepted:
March 22 2018
Citation
Robinson WJ, Tingle JS, Norwood GJ, Wayne MH, Kwon J (2018), "Performance of multi-axial geogrid stabilised flexible pavements". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 171 No. 4 pp. 185–194, doi: https://doi.org/10.1680/jgrim.17.00032
Download citation file:
New and popular articles
Suggested Reading
Cyclic plate testing of geosynthetic-reinforced airfield pavements
Proceedings of the Institution of Civil Engineers - Ground Improvement (March,2019)
Wicking geosynthetics for drainage of pavement in both saturated and unsaturated conditions
Proceedings of the Institution of Civil Engineers - Ground Improvement (July,2018)
UK airfield pavement design using French asphalts
Proceedings of the Institution of Civil Engineers - Transport (February,2014)
Calcium-based stabiliser treatment of sulfate-bearing soils
Proceedings of the Institution of Civil Engineers - Ground Improvement (August,2014)
Physical properties of multi-layer seal surfacing in Turkey
Proceedings of the Institution of Civil Engineers - Transport (June,2013)
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
Paraffin wax as an internal curing agent in ordinary concrete
ICE Themes Smart Concrete
Mechanisms of water retention in cement pastes containing a self-curing agent
ICE Themes Smart Concrete
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
