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

Table 1

The mix proportion of 12 manufactured sand mortars.

Specimens	𝑤/𝑐	𝑠/𝑐	Fluidity (mm)
M1	0.4	1.0	257.5
M2	0.4	1.5	215.0
M3	0.4	2.0	162.5
M4	0.5	2.0	257.5
M5	0.5	2.5	187.5
M6	0.5	3.0	150.0
M7	0.6	2.5	265.0
M8	0.6	3.0	237.5
M9	0.6	3.5	150.0
M10	0.7	3.0	267.5
M11	0.7	3.5	242.5
M12	0.7	4.0	177.5