TY - GEN
T1 - Applicability of decorative concrete overlays as a context sensitive solution for vertical infrastructure
AU - Riegler, Jason
AU - DaPonte, Ryan
AU - Radlinska, Aleksandra
AU - McCarthy, Leslie
PY - 2011
Y1 - 2011
N2 - The concept of applying Decorative Concrete Overlays (DCO) in infrastructure is an innovative solution that supports the widespread implementation of green engineering through Context Sensitive Solutions (CSS). The purpose of this research was to determine the limits of durability on decorative concrete overlay in terms of bond strength. Although DCO has been used extensively in horizontal applications such as sidewalks and driveways, the parameters of feasibility and durability must be tested for its use on vertical infrastructure surfaces (bridge piers, traffic barriers, noise walls, etc.). This study looks at initial evaluation of these parameters by conducting laboratory testing to measure flexural fatigue and adhesion strength of DCO on two sets of specimens varying in age; 28 days old vs. 125 days old. The flexural fatigue results proved that the bond between concrete and DCO was very effective. Even though the concrete finally failed under the increasing load, the DCO product remained completely bonded as evidenced by the cracked chips of specimen surface. The adhesion strength of the DCO bond to beam specimens varied and results indicated that this difference in strength is due to the thickness of the DCO coating rather than the age of the concrete.
AB - The concept of applying Decorative Concrete Overlays (DCO) in infrastructure is an innovative solution that supports the widespread implementation of green engineering through Context Sensitive Solutions (CSS). The purpose of this research was to determine the limits of durability on decorative concrete overlay in terms of bond strength. Although DCO has been used extensively in horizontal applications such as sidewalks and driveways, the parameters of feasibility and durability must be tested for its use on vertical infrastructure surfaces (bridge piers, traffic barriers, noise walls, etc.). This study looks at initial evaluation of these parameters by conducting laboratory testing to measure flexural fatigue and adhesion strength of DCO on two sets of specimens varying in age; 28 days old vs. 125 days old. The flexural fatigue results proved that the bond between concrete and DCO was very effective. Even though the concrete finally failed under the increasing load, the DCO product remained completely bonded as evidenced by the cracked chips of specimen surface. The adhesion strength of the DCO bond to beam specimens varied and results indicated that this difference in strength is due to the thickness of the DCO coating rather than the age of the concrete.
UR - http://www.scopus.com/inward/record.url?scp=80052809674&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=80052809674&partnerID=8YFLogxK
U2 - 10.1061/47629(408)23
DO - 10.1061/47629(408)23
M3 - Conference contribution
AN - SCOPUS:80052809674
SN - 9780784476291
T3 - Geotechnical Special Publication
SP - 184
EP - 191
BT - Emerging Technologies for Material, Design, Rehabilitation, and Inspection of Roadway Pavements - Proceedings of the 2011 GeoHunan International Conference
T2 - 2011 GeoHunan International Conference - Emerging Technologies for Material, Design, Rehabilitation, and Inspection of Roadway Pavements
Y2 - 9 June 2011 through 11 June 2011
ER -