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Investigation on the mechanisms govergning the robustness of self-compacting concrete at paste level
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Modification of existing shape factor models for self-compacting concrete strength by means of Bayesian updating techniques
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The combined influence of paste volume and volumetric water-to-powder ratio on robustness of fresh self-compacting concrete
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Improving the robustness of fresh self-compacting concrete using small quantities of fine additions
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Shape factors of self-compacting concrete specimens subjected to uniaxial loading
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Influence of specimen shape and dimensions on the compressive strength of self-compacting concrete