Research Article

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

Table 3

Intercorrelation matrix of model terms for compressive response.

Model terms (%) ( m) ( m) ( m)

10.190.630.750.700.56−0.81
(%)1−0.040.480.28−0.51−0.21
10.420.640.62−0.74
( m)10.880.02−0.57
( m)10.25−0.74
( m)10.78
1