Technical Papers
Aug 14, 2013

Flexural Behavior of Concrete Beams Reinforced with Different Types of Geogrids

Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 8

Abstract

This paper describes the behavior of geogrid–reinforced concrete members. The application of geogrids in concrete constitutes a new dimension for using geosynthetics in infrastructure. In pavement applications, geogrids have been used to provide confinement, stabilization, and reinforcement of unbound and asphalt concrete layers, as well as interlayers to mitigate reflective cracking. The ultimate objective of studying the behavior of geogrids in concrete members is to assess the feasibility and benefit of using geogrids in thin concrete overlays. The experimental program consisted of testing 21 simply supported plain and geogrid–reinforced beam specimens under four-point bending. The test parameters included three types of geogrids with different aperture shapes, physical and mechanical properties, and material composition. Additionally, two Portland cement concrete mixtures were used: normal and high strength. Results from testing confirm the reinforcing benefit of the geogrids as evidenced from the load-deflection response in terms of postpeak behavior, load capacity, crack mouth opening displacement (CMOD), and failure mode. Conclusions regarding correlations between the failure properties and the properties of the geogrid are made.

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Acknowledgments

The authors wish to acknowledge the support of Tensar International, Tenax Corporation, and the Geoscience Company. The support of Mr. Luc Walter from Tensar is greatly appreciated. Technical help in the lab by Mr. Helmi El-Khatib and Abed El-Sheikh is also appreciated. Help of undergraduate students Mohamad Al Jammal and Ahamd Barazi is appreciated. Thanks are also due to the Lebanese National Council for Scientific Research (LNCSR) and the University Research Board (URB) at the American University of Beirut for funding this research.

References

ASTM. (2010). “Standard test method for flexural strength of concrete (using simple beam with third-point loading).” C78/C78M-10, West Conshohocken, PA.
Khodaii, A., and Fallah, S. (2009). “Effects of geosynthetic reinforcement on the propagation of reflection cracking in asphalt overlays.” Int. J. Civ. Eng., 7(2), 131–140.
Maxwell, S., Kim, W., Edil, T. B., and Benson, C. H. (2005). “Effectiveness of geosynthetics in stabilizing soft subgrades.”, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Madison, WI.
Tang, X., Chehab, G. R., and Kim, S. (2008a). “Laboratory study of geogrid reinforcement in Portland cement concrete.” 6th RILEM Conf. on Cracking in Pavements, Pavement Cracking Mechanisms, Modeling, Detection, Testing, and Case Histories, RILEM, Taylor and Francis Group, London, 769–778.
Tang, X., Palomino, A., and Chehab, G. R. (2008b). “Laboratory evaluation of geogrids for flexible pavement reinforcement.” 1st Pan American Geosynthetics Conf. and Exhibition, GeoAmericas 2008 Conf. Proc., Industrial Fabrics Association International, Roseville, MN.
Webster, S. L. (1993). “Geogrid reinforced base course for flexible pavements for light aircraft: Test section construction, behavior under traffic, laboratory tests, and design criteria.” Technical Rep. GL-93-6, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS.
Yu, Q. (2009). “Experimental study on triangular aperture geogrid-reinforced bases over weak subgrade under cyclic loading.” M.S. thesis, Dept. of Civil and Environmental Engineering, Univ. of Kansas, Lawrence, KS.

Information & Authors

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 26Issue 8August 2014

History

Received: May 7, 2013
Accepted: Aug 12, 2013
Published online: Aug 14, 2013
Published in print: Aug 1, 2014
Discussion open until: Sep 30, 2014

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Authors

Affiliations

F. El Meski, Ph.D., P.E. [email protected]
Lecturer, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Beirut 1107 2020, Lebanon (corresponding author). E-mail: [email protected]; [email protected]
G. R. Chehab, Ph.D., A.M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Beirut 1107 2020, Lebanon. E-mail: [email protected]

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