Study on Mechanical Properties of Basalt Fiber-Reinforced Concrete with High Content of Stone Powder at High Temperatures

Table 10

ANOVA of the compressive strength regression model.

Source	Sum of squares	Degree of freedom	Mean square	F-value	P-value
Model	274.12	9	30.46	18.38	0.0004
FL	1.58	1	1.58	0.96	0.3608
FC	8.55	1	8.55	5.16	0.0574
T	0.056	1	0.056	0.034	0.8592
FL&FC	5.74	1	5.74	3.46	0.1051
FL&T	0.13	1	0.13	0.080	0.7850
FC&T	0.044	1	0.044	0.027	0.8750
FL^2	3.37	1	3.37	2.03	0.1969
FC^2	5.83	1	5.83	3.52	0.1027
T^2	239.50	1	239.50	144.53	<0.0001
Residual	11.60	7	1.66	—	—
Pure error	9.40	4	2.35	0.31	—
Cor total	285.72	16	—	—	—