2021
DOI: 10.1016/j.conbuildmat.2021.122940
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Characterization of coarse aggregate morphology and its effect on rheological and mechanical properties of fresh concrete

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Cited by 33 publications
(23 citation statements)
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“…On the D/d ratio, Zhao et al (2021) [ 153 ] evaluated the influence of three coarse aggregate geometry on the mechanical properties of HPC. The authors used lamellar, irregular, and rounded aggregates.…”
Section: Classic Components Used For Hpc and Uhpc Productionmentioning
confidence: 99%
“…On the D/d ratio, Zhao et al (2021) [ 153 ] evaluated the influence of three coarse aggregate geometry on the mechanical properties of HPC. The authors used lamellar, irregular, and rounded aggregates.…”
Section: Classic Components Used For Hpc and Uhpc Productionmentioning
confidence: 99%
“…The smart phone controls the rheometer through Bluetooth interface. It has been confirmed that the behavior of fresh concrete is similar to Bingham fluid (Equation ( 1)), where τ (Pa) is the shear stress, τ 0 (Pa) is the yield stress, and η (Pa•s) is the plastic viscosity [38][39][40][41]. The corresponding relationship can be expressed by Equation (2), where g (Nm) and H (Ns) are flow resistance and torque viscosity respectively, which are called relative yield stress and relative plastic viscosity [42,43].…”
Section: Measurement Of Rheological Properties Of Wet Shotcretementioning
confidence: 75%
“…It can be seen from Figure 16 that the effect of water-reducing agent on wet shotcrete with silica fume is not obvious, because after adding water reducer, the slump cannot reach a large slump, and the slump value is less than 5 cm. It has been reported in the previous literature [35,38,66] that the high specific surface area of silica fume adsorbs water-reducing agent molecules and reduces the water-reducing effect. Air content decreases with the increase of silica fume content.…”
Section: Effect Of Silica Fumementioning
confidence: 99%
“…The difference between those two grading curves lies is the higher amount of nes for BC gradings. Other studies observed either no impact of elongation on yield stress [5] or an increasing yield stress with increasing amount of elongated particles [14] which is attributed to the thinner binder layer between particles. The reason for the decreasing yield stress with increasing number of elongated particles could be the difference in packing when lling mortar into the measurement cell.…”
Section: Yield Stressmentioning
confidence: 89%