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Dziedzic, Kinga, 2025, "Assessment of aggregate mixture reactivity in concrete at 60°C", https://doi.org/10.18150/ZCENVW, RepOD, V1
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Data set presented in publication 'Assessment of aggregate mixture reactivity in concrete at 60°C' Structure and Environment 2024, vol. 16, (3), pp. 153-157
'Data_set_expansion': Length changes measurements (expansion) of concrete beams in Miniature Concrete Prism Test (AASHTO T 380). Tests were performed on 6 aggregate mixtures (SB, SW, ST, AB, AX, AW) stored in molar sodium hydroxide solution at 60°C for 84 days. Measurements were performed on dilatometer design in IPPT PAN (patent WUP 08/2022). Measurements were made on 3 samples, the length change was calculated in acc. to AASHTO T 380. The expansion results (mean value of the length change) are presented in Fig. 1 in the above publication.
‘Data_set_compressive_strength': Compressive strength measurements on 50 mm cubic samples cut from the concrete beams. The samples stored in 1 molar sodium hydroxide solution (1 M NaOH) at 60°C and water at 20°C for 84 days. Compressive strength was performed on at least 3 samples (with load rate 2400 N/s) using concrete compression machine Controls AUTOMAX MULTITEST.
‘Data_set_modulus’: The resonant modulus of elasticity of the concrete was measured with the impulse excitation technique using a GrindoSonic MK5 device with a piezoelectric detector on the concrete beams stored in 1 molar sodium hydroxide solution (1 M NaOH) at 60°C and water at 20°C for 84 days. Presented data contains mean values for a concrete beam calculated in software WINEMOD - Version 2.05.
alkali-silica reaction (ASR), concrete expansion, MCPT method, fine aggregate, durability
K. Dziedzic, M.A. Glinicki, Assessment of aggregate mixture reactivity in concrete at 60°C, Structure and Environment 2024, vol. 16, (3), pp. 153-157, Article number: el 015 https://doi.org/10.30540/sae-2024-015 doi: 10.30540/sae-2024-015
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