Development of Deflection Prediction Model for Concrete Block Pavement Considering the Block Shapes and Construction Patterns

Table 4

Coefficients of multiregression analysis for deflection.

Coefficients
Model	Unstandardized coefficients		Standardized coefficients		Sig.	Correlations
		Std. error	Beta			Zero-order	Partial	Part
(Constant)	3.847	0.406		9.475	0.000
Shape factor	−0.201	0.088	−0.048	−2.287	0.023	0.077	0.163	0.048
	−0.002	0.000	−0.218	−8.737	0.000	0.335	−0.533	−0.184
		0.000	0.928	35.684	0.000	0.899	0.932	0.753
Pattern 3	−0.073	0.041	−0.040	−1.797	0.074	−0.319	−0.129	−0.038
Thickness 1	−0.020	0.003	−0.128	−6.087	0.000	−0.128	−0.402	−0.128
Thickness 2	−0.005	0.001	−0.113	−4.973	0.000	0.219	−0.338	−0.105
	−0.001	0.000	−0.283	−11.811	0.000	−0.513	−0.649	−0.249

Dependent variable: .