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Concrete pumping tests with distances of 150, 300, 450, 600, and 750 m were conducted to study the influence of pumping on the compressive strength and the chloride migration of concrete. Long-distance pumping had a significant impact on the chloride migration coefficient of concrete, and it was observed that the Cl− migration coefficient of concrete decreased with an increase in the pumping distance. When the pumping distance was 750 m, the Cl− diffusion coefficient of C40 and C60 concrete decreased by 28.73 and 27.65%, respectively. The Backscatter (BSE) test was conducted, and the porosity and thickness of ITZ were determined following the threshold segmentation method. The porosity and thickness of ITZ decreased with an increase in the pumping distance. When pumped over a distance of 750 m for C40 and C60 concrete, the porosity of ITZ decreased by 59.78 and 58.57%, respectively, and the thickness of ITZ decreased by 26.43 and 25.96%, respectively. The effect of pumping on the porosity of ITZ was greater than that on the thickness of ITZ. Considering ITZ effect, dilution effect and tortuosity effect, the influence of pumping on chloride migration coefficient of concrete was analyzed and calculated quantitatively. © 2023 Elsevier Ltd
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Journal of Building Engineering
ISSN: 2352-7102
Year: 2023
Volume: 66
6 . 4 0 0
JCR@2022
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WoS CC Cited Count: 0
SCOPUS Cited Count: 6
ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 0
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