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Hubal, M. J. et al. Variability in muscle size and strength gain after unilateral resistance training.
Low hydration and high water demand of MgO limits strength gain in MgO cement-based formulations.
Ettringite and CSH are determined to be responsible for the early and ultimate strength gain.
Strength gain was the result of simultaneous formation of calcium silicate hydrates and calcium carbonates.
Moreover, GO can offset the delay in early-stage strength gain of fly ash-cement systems.
Early strength gain was attributed to the carbonation of the slag's γ-C2S component.
Varying the stabiliser type will affect strength gain but also the environmental impact.
This was compensated by increased CO2 penetration, carbonation and strength gain in longer periods.
Further, the effectiveness of the PZT patches in monitoring the strength gain in concrete is investigated.
Setting determines the end of workability and hardening is responsible for strength gain and stiffness development.
Heat exposure of 50 °C or 100 °C resulted in detrimental effects on cube strength gain.
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