Research Article

Analysis of the Effect of Substitution Rate on the Mechanical Properties of Recycled Concrete Hollow Block

Table 1

Quantity of materials required for the MU10 block experiment.

NumberReplacement rate (%)Cement (kg)Water (kg)Natural coarse aggregate (kg) with continuous gradation of gravel 5–10 mmNatural fine aggregate (kg)Recycled fine aggregate (kg)

RCB-10-1048.0527.4684.08252.250.00
RCB-10-23048.0528.5284.08176.5775.68
RCB-10-36048.0529.5884.08100.90151.35
RCB-10-410048.0530.6484.080.00252.25
Total192.20116.20336.32529.73479.28