Experimental Study on the Size Effect on the Probability Distribution of Concrete Compressive Strength

Table 12

Failure probabilities of the 150 mm concrete specimen under a compression of 850 kN.

Size (mm)	Failure probability	Ratio to the true value (0.094%)
70	4.274%	45.47
100	1.504%	16.00
150	0.0940% (true value)	1