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

Table 6

Results of regression models correlating corrected DPT blow counts with soil bearing capacity f_ak.

Soil layer	Sample size	Intercept (std)	Slope (std)	Adjusted R^2	F-stat	t-stat	value
III	74	0.2399 (0.0204)	0.0305 (0.0019)	0.775	252	15.883	0.000
III-1	10	0.3511 (0.2051)	0.0232 (0.0125)	0.216	3.47	1.864	0.099
III-2	15	0.2408 (0.0222)	0.0238 (0.0040)	0.708	34.9	5.911	0.000
III-3	49	0.2626 (0.0288)	0.0294 (0.0028)	0.693	109	10.461	0.000