Issue 52

H. EL-Emam et al., Frattura ed Integrità Strutturale, 52 (2020) 197-210; DOI: 10.3221/IGF-ESIS.52.16

sand was used as a fine aggregate. Clean tap drinking water was used for mixing and curing of all beams. The mix design for one cubic meter was, water/cement of 0.45, water contents of 180 kg., sand content equals 635 kg, dolomite content equals 1155kg. and Superplasticizer dosage equals 4.0 kg.

Figure 1: Specimens design details

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