Six groups of concrete with different SBAS and CW content were prepared. The SBAS was used to replace quartz sand and the CW to replace basalt stone. The consistency was maintained constant (70 ± 10 mm) for all concrete groups. Therefore, it was necessary to adjust the water/cement (w/c) ratio [9] according to the increase in SBAS and CW content. Cement consumption was 385 kg/m3 and the content of the mortar was 53.40% for the reference concrete (REF) used in this study. The proportion of materials used in each group of concrete is shown in Table 3.