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

Table 4

Results of regression models correlating corrected DPT blow counts with limit pressure p_L.

Soil layer	Sample size	Intercept (std)	Slope (std)	Adjusted R^2	F-stat	t-stat	value
III	74	0.4655 (0.0222)	0.0845 (0.0021)	0.957	1630	40.392	0.000
III-1	10	0.5619 (0.1263)	0.0779 (0.0077)	0.919	103	10.16	0.000
III-2	15	0.5059 (0.0532)	0.0692 (0.0096)	0.783	51.6	7.18	0.000
III-3	49	0.4869 (0.0330)	0.0838 (0.0032)	0.934	678	26.034	0.000