Two High Performance Concrete Bridges

Larsen, Erik Stoklund

doi:10.2749/101686695791555844

Cited by 1 publication

(1 citation statement)

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“…The ‘critical pore size’ refers to the pore size necessary for the establishment of a connecting channel spanning from one side of the sample to the other [ 49 ]. Significantly, the inflection point on the cumulative pore size distribution curve aligns mathematically with the critical pore size [ 29 , 50 ]. On the other hand, the ‘most probable pore size’ is associated with the pore size that corresponds to the peak value on the differential distribution curve of pore sizes, as determined using piezometric mercury intrusion.…”

Section: Results and Analysismentioning

confidence: 99%

Effect of SF and GGBS on Pore Structure and Transport Properties of Concrete

Chen,

Wu,

Liang

2024

Materials

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Ground Granulated Blast-Furnace Slag (GGBS) and silica fume (SF) are frequently utilized in gel materials to produce environmentally sustainable concrete. The blend of the two components contributes to an enhancement in the pore structure, which, in turn, increases the mechanical strength of the material and the compactness of the pore structure and decreases the permeability, thereby improving the durability of the concrete. In this study, the pore structures of GGBS and SF blends are assessed using Nuclear Magnetic Resonance (NMR) and Mercury Intrusion Porosimetry (MIP) tests. These methodologies provide a comprehensive evaluation of the effect of GGBS and SF on the pore structure of cementitious materials. Results showed that the addition of SF and GGBS reduces the amount of micro-capillary pores (10 < d < 100 nm) and the total pore volume. The results indicate that the transport properties are related to the pore structure. The incorporation of SF reduced the permeability of the concrete by an order of magnitude. The pore distribution and pore composition had a significant effect on the gas permeability. The difference in porosity obtained using the MIP and NMR tests was large due to differences in testing techniques.

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Section: Results and Analysismentioning

confidence: 99%