ABSTRACT

For this reason, the aggregate quarries in Denizli and its vicinity were investigated (Table 1). The properties of specimens taken from these quarries were determined using standard tests in the Materials Laboratory of the Engineering Faculty at Denizli. The size distribution curves of the concrete aggregate, used either in these tests of in the buildings in Denizli, were determined in accordance with the TS 706-707 standards, and are given in Figure 4.