Estimating Deformation Modulus and Bearing Capacity of Deep Soils from Dynamic Penetration Test

Table 5

Results of regression models correlating corrected DPT blow counts with soil deformation modulus E₀.

Soil layer	Sample size	Intercept (std)	Slope (std)	Adjusted R^2	F-stat	t-stat	value
III	74	11.07 (0.1913)	2.4015 (0.0180)	0.996	17700	133.19	0.000
III-1	10	8.6856 (0.4229)	2.5279 (0.0257)	0.999	9680	98.395	0.000
III-2	15	10.361 (0.2748)	2.3912 (0.0498)	0.994	2310	48.046	0.000
III-3	49	11.891 (0.2306)	2.3472 (0.0225)	0.996	1090	104.47	0.000