INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
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Mechanism for the Influence of Added Hydrated Lime on Mechanical Properties of Ultra-high Strength Concrete |
PENG Gaifei1,*, ZHANG Gui1, ZUO Xueyu1,2, DING Hong3,4, CHEN Xiwang3, WANG Haidi4, LIU Xinjian4
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1 Faculty of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2 China Construction Third Bureau Group Beijing Limited Liability Company, Beijing 100162, China 3 Beijing Construction Engineering Group, Advanced Construction Materials Limited Liability Company, Beijing 100015, China 4 Beijing Construction Engineering Group, Hengjun Engineering Detection Limited Liability Company, Beijing 102615, China |
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Abstract Based on the drawback of insufficient calcium hydroxide content required for pozzolanic reaction in ultra-high performance concrete (UHPC) incorporating high volume mineral admixtures, hydrated lime was intentionally added into the ultra-high strength concrete (matrix of UHPC) to investigate its influence on the mechanical properties of ultra-high strength concrete. The mechanism for the improvement in mechanical properties of ultra-high strength concrete should be pozzolanic reaction between hydrated lime and mineral admixtures, which formed C-S-H and C-A-S-H gels. Partial C-(A)-S-H gels were transformed into tobermorite and xonotlite crystals under combined curing (90 ℃ hot water curing for 2 d and 250 ℃ dry air heating for 3 d), which improved both the microstructure and mechanical properties of ultra-high strength concrete.
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Published: 10 February 2024
Online: 2024-02-19
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Fund:National Natural Science Foundation of China (51878032) and the Natural Science Foundation of Beijing (8212013, 8172036). |
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