Experimental Investigation on Flexural Behavior of Granite Stone Slabs with Near Surface Mounted CFRP Bars and Screw-Thread Steels

Table 1

Compressive test results.

Specimen labels	Specimen dimension	Failure load (kN)	Uniaxial compressive strength (MPa)	Average value (MPa)
1	70 mm × 70 mm	742.1	155.8	126.5 ± 18.7
2		556.4	113.6
3		690.3	142.9
4		652.2	137.0
5		559.8	115.9
6		447.2	93.9