Maturity-Based Method of Early-Strength Characterization of Rapid-Setting Cements
Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 9
Abstract
The expedient repair of damaged airfield pavements is important to eliminate long closure periods. Rapid-setting cement (RSC) is promising for achieving target strength in a much shorter duration (4–6 h) compared to conventional repair methods. However, when the objective is to reopen the pavement within 1–2 h, there is a lack of methods to quantify the development of mechanical properties during the first few hours. In this study, a simplified maturity method is proposed to monitor the very early-strength development of two commercially available RSC mixes with different strength development mechanisms. The results were validated using hydration chemistry data from scanning electron microscope (SEM) experiments and ultrasonic pulse velocity (UPV) tests. The experimental results show that such a maturity-based approach is effective and robust in characterizing the early-strength development of the two RSC mixes despite variations in ambient temperature conditions.
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Data Availability Statement
Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This research was conducted in collaboration with the Defence Science & Technology Agency (DSTA), Singapore, under the Centre for Protective Technology, National University of Singapore. Any opinions, findings, and conclusions expressed in this presentation are those of the authors and do not necessarily reflect the view of DSTA, Singapore.
References
AFCESA (Air Force Civil Engineering Support Agency). 2008. Engineering technical letter (ETL) 08-02: Testing protocol for rigid spall repair materials. Austin, TX: AFCESA.
ASTM. 2019. Standard practice for estimating concrete strength by the maturity method. ASTM C1074-19e1. West Conshohocken, PA: ASTM.
ASTM. 2020. Specification for packaged, dry, rapid-hardening cementitious materials for concrete repairs. ASTM C928/C928M-20a. West Conshohocken, PA: ASTM.
ASTM. 2021. Test methods for time of setting of hydraulic cement by Vicat needle. ASTM C191-21. West Conshohocken, PA: ASTM.
ASTM. 2022. Standard test method for ultrasonic pulse velocity through concrete. ASTM C597. West Conshohocken, PA: ASTM.
ASTM. 2023a. Test method for compressive strength of cylindrical concrete specimens. ASTM C403/C403M-23. West Conshohocken, PA: ASTM.
ASTM. 2023b. Test method for time of setting of concrete mixtures by penetration resistance. ASTM C403/C403M-23. West Conshohocken, PA: ASTM.
Brooks, A. G., A. K. Schindler, and R. W. Barnes. 2007. “Maturity method evaluated for various cementitious materials.” J. Mater. Civ. Eng. 19 (12): 1017–1025. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:12(1017).
Carino, N. J., and H. S. Lew. 2001. “The maturity method: From theory to application.” Structures 6 (2): 1–19. https://doi.org/10.1061/40558(2001)17.
Edwards, L., H. P. Bell, and J. S. Tingle. 2020. “Failure modes of rapid-setting concrete repairs under accelerated aircraft traffic.” In Proc., Lecture Notes in Civil Engineering. Berlin: Springer.
Escalante-García, J. I., and J. H. Sharp. 2001. “The microstructure and mechanical properties of blended cements hydrated at various temperatures.” Cem. Concr. Res. 31 (5): 695–702. https://doi.org/10.1016/S0008-8846(01)00471.
Galobardes, I., S. H. Cavalaro, C. I. Goodier, S. Austin, and Á. Rueda. 2015. “Maturity method to predict the evolution of the properties of sprayed concrete.” Constr. Build. Mater. 79 (Mar): 357–369. https://doi.org/10.1016/j.conbuildmat.2014.12.038.
Kjellsen, K. O., R. J. Detwiler, and O. E. Gjørv. 1990. “Pore structure of plain cement pastes hydrated at different temperatures.” Cem. Concr. Res. 20 (6): 927–933. https://doi.org/10.1016/0008-8846(90)90055-3.
Kjellsen, K. O., R. J. Detwiler, and O. E. Gjørv. 1991. “Development of microstructures in plain cement pastes hydrated at different temperatures.” Cem. Concr. Res. 21 (1): 179–189. https://doi.org/10.1016/0008-8846(91)90044-I.
Leonelli, F., P. Di Mascio, A. Germinario, F. Picarella, L. Moretti, M. Cassata, and A. De Rubeis. 2017. “Laboratory and on-site tests for rapid runway repair.” Appl. Sci. 7 (11): 1192. https://doi.org/10.3390/app7111192.
Macadam, D., K. Smith, D. W. Fowler, and A. H. Meyer. 1984. “Evaluation of rapid-setting concretes.” Transp. Res. Rec. 1003 (1): 19–28.
Marzouk, H., and A. Hussein. 1995. “Effect of curing age on high-strength concrete at low temperatures.” J. Mater. Civ. Eng. 7 (3): 161–167. https://doi.org/10.1061/(ASCE)0899-1561(1995)7:3(161).
Mohsen, J. P., B. L. Roach, and D. T. Kessinger. 2004. “Maturity method applied to highway construction.” Transp. Res. Rec. 1900 (1): 79–85. https://doi.org/10.3141/1900-09.
Okamoto, P. A., and D. Whiting. 1994. “Use of maturity and pulse velocity techniques to predict strength gain of rapid concrete pavement repairs during curing period.” Transp. Res. Rec. 1458 (1): 85.
Plowman, J. M. 1958. “Maturity and the strength of concrete.” Mag. Concr. Res. 10 (28): 45. https://doi.org/10.1680/macr.1958.10.28.45.
Priddy, L. P. 2011. Development of laboratory testing criteria for evaluating cementitious, rapid-setting pavement repair materials. Washington, DC: US Army Corps of Engineers.
Priddy, L. P., S. R. Jersey, and R. B. Freeman. 2009. “Determining rapid-setting material suitability for expedient pavement repairs: Full-scale traffic tests and laboratory testing protocol.” Transp. Res. Rec. 2113 (1): 140–148. https://doi.org/10.3141/2113-17.
Priddy, L. P., and T. W. Rushing. 2012. “Development of laboratory testing protocol for rapid-setting cementitious material for airfield pavement repairs.” Transp. Res. Rec. 2290 (1): 89–98. https://doi.org/10.3141/2290-12.
Priddy, L. P., and J. S. Tingle. 2014. “Development of expedient military concrete airfield pavement repairs.” Mag. Concr. Res. 66 (1): 25–35. https://doi.org/10.1680/macr.13.00082.
Seehra, S. S., S. Gupta, and S. Kumar. 1993. “Rapid setting magnesium phosphate cement for quick repair of concrete pavements—Characterisation and durability aspects.” Cem. Concr. Res. 23 (2): 254–266. https://doi.org/10.1016/0008-8846(93)90090-V.
Soutsos, M., F. Kanavaris, and A. Hatzitheodorou. 2018. “Critical analysis of strength estimates from maturity functions.” Case Stud. Constr. Mater. 9 (Dec): e00183. https://doi.org/10.1016/j.cscm.2018.e00183.
Waller, V., L. d’Aloïa, F. Cussigh, and S. Lecrux. 2004. “Using the maturity method in concrete cracking control at early ages.” Cem. Concr. Compos. 26 (5): 589–599. https://doi.org/10.1016/S0958-9465(03)00080-5.
Yikici, T. A., and H. L. Chen. 2015. “Use of maturity method to estimate compressive strength of mass concrete.” Constr. Build. Mater. 95 (Oct): 802–812. https://doi.org/10.1016/j.conbuildmat.2015.07.026.
Zhang, J., D. Cusson, P. Monteiro, and J. Harvey. 2008. “New perspectives on maturity method and approach for high performance concrete applications.” Cem. Concr. Res. 38 (12): 1438–1446. https://doi.org/10.1016/j.cemconres.2008.08.001.
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© 2024 American Society of Civil Engineers.
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Received: Oct 11, 2023
Accepted: Feb 2, 2024
Published online: Jun 18, 2024
Published in print: Sep 1, 2024
Discussion open until: Nov 18, 2024
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