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Materials 2015, 8(8), 5537-5553;

Early-Age Strength of Ultra-High Performance Concrete in Various Curing Conditions

Structural Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology, Goyang-si, Gyeonggi-do 411-712, Korea
Department of Civil Systems Engineering, Ajou Univeristy, Suwon-si, Gyeonggi-do 443-749, Korea
Author to whom correspondence should be addressed.
Academic Editor: Luciano Feo
Received: 11 July 2015 / Revised: 4 August 2015 / Accepted: 7 August 2015 / Published: 24 August 2015
(This article belongs to the Section Advanced Composites)
Full-Text   |   PDF [1260 KB, uploaded 24 August 2015]   |  


The strength of Ultra-High Performance Concrete (UHPC) can be sensitively affected by the curing method used. However, in contrast to the precast plant production of UHPC where a standard high-temperature steam curing is available, an optimum curing condition is rarely realized with cast-in-place UHPC. Therefore, the trend of the compressive strength development of UHPC was experimentally investigated in this study, with a focus on early-age strength by assuming the various curing conditions anticipated on site. Concrete specimens were cured under different conditions with variables including curing temperature, delay time before the initiation of curing, duration of curing, and moisture condition. Several conditions for curing are proposed that are required when the cast-in-place UHPC should gain a specified strength at an early age. It is expected that the practical use of UHPC on construction sites can be expedited through this study. View Full-Text
Keywords: Ultra-High Performance Concrete; curing; strength; cast-in-place Ultra-High Performance Concrete; curing; strength; cast-in-place

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This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).

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MDPI and ACS Style

Park, J.-S.; Kim, Y.J.; Cho, J.-R.; Jeon, S.-J. Early-Age Strength of Ultra-High Performance Concrete in Various Curing Conditions. Materials 2015, 8, 5537-5553.

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