Mathematical Model Relating Uniaxial Compressive Behavior of Manufactured Sand Mortar to MIP-Derived Pore Structure Parameters

Table 4

List of model selection criteria, 𝑅², AIC coefficient for combination of pore structure parameters.

Case	𝑟^′2	𝑅3	𝑑0	𝑆𝐿	𝑅4	𝑃	𝑅^2	AIC
1	*						0.66	−7.6
2	*	*					0.78	−11.1
3	*		*				0.68	−6.5
4	*	*	*				0.84	−12.7
5	*	*		*			0.79	−9.2
6	*	*			*		0.87	−15.1
7	*	*				*	0.81	−10.6
8	*	*	*			*	0.88	−13.9
9	*	*	*	*			0.87	−12.8
10	*	*	*		*		0.89	−15.6