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Abstract
CONCLUSIONS AND RECOMMENDATIONS
8.1 CONCLUSIONS
Based on the results of the investigation, a number of variables and specimens, and in view of experimental variability in the evaluation of concrete properties in this study, the following conclusions are only applicable within the scope of this study can be drawn.
8.1.1 Mechanical Properties- Dolomitic aggregates are very reliable in producing HSC with compressive strength up to 100 MPa using 10 mm and 20 mm nominal maximum size.
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