摘要：This study selected a total of eight types of samples as C30/37 normal-strength control concrete and seven types of Pumice Concrete (PC) for rigid pavement construction. The PC samples were produced in fibrous and non-fibrous forms. In all the samples, city water and lake water were used for concrete mixing water. 7- and 28-day20°C standard water curing was applied on the control sample (C30/37 concrete) and PC samples. At the end of the curing process, compressive and flexural experiments were carried out on all the samples. As a result of the study, the highest compressive strength for C30/37 concrete was found as 37.39 MPa, and the highest flexural strength was found to be 4.51 MPa. The highest compressive strength for the nonfibrous PC produced by city water was found as 80.42 MPa, and the highest flexural strength was found as 10.57 MPa. The highest compressive strength for the non-fibrous PC produced by lake water was found as 65.27 MPa, and the highest flexural strength was 8.94 MPa. The highest compressive strength for fibrous PC produced by city water was found as 86.55 MPa, and the highest flexural strength was 11.12 MPa. The highest compressive strength for fibrous PC produced by lake water was found as 70.98 MPa, and the highest flexural strength was 9.86 MPa. The results of the study demonstrated the usability of pumice concrete produced by city and lake water in rigid pavements.
