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The effect of SCM on PS reflects on an actual larger hole than the nominal diameter that is input in the FIB-SEM workstation (Fig. 4 (right)).
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Open image in new window Fig. 7 Effect of SCMs on corrosion of steel in concrete having different crack widths.
The effects of SCMs on autogenous shrinkage, relationship between different types of shrinkage and autogenous shrinkage as well as the effect of internal curing on autogenous shrinkage need to be further studied.
Effect of SCM and high packing density on strength and durability of concrete with RA need to be investigated.
w/c ratio ≤0.4 is preferred to improve strength and durability of concrete with RA Effect of SCM and high packing density on strength and durability of concrete with RA need to be investigated.
On the other hand, no significant improvements due to the effect of SCMs can be observed on corrosion of steel in longitudinally cracked concrete.
By changing the type, the addition and the size of SCMs in the micro-structurally designed cement pastes, effects of SCMs particles on the compressive strengths of cement pastes were quantitatively characterized, and then classified into inherent characteristic effect, particle size refinement effect, and hydration effect.
Figure 2a shows the effect of different SCMs on the slump values for all mixtures.
In the second phase, the compressive and split tensile strengths of all concrete mixtures were measured at various ages (7 and 28 days) to investigate the effect of using SCMs on the hardened concrete properties.
The effect is more prominent in case of HPC mixtures as pozzolanic effect of SCMs takes significantly longer time to provide beneficial effect to improve pore structure.
While many catchment-scale studies on the hydrologic effects of SCMs are based on computer simulation, these modeling approaches are limited by many uncertainties.
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