Experimental Study on Manufactured Sand-Soil Bearing Capacity W-T-BC Model Based on Mechanical Response of Rotary Penetration

Table 4

Light dynamic penetration test results in manufactured sand-soil III.

	De (cm)	No. 1 measuring point		No. 2 measuring point		No. 3 measuring point		No. 4 measuring point
	CP (MPa)	0∼30	30∼60	0∼30	30∼60	0∼30	30∼60	0∼30	30∼60
Bearing capacity (kPa)	0	36	37	38	35	36	42	35	36
	0.12	48	52	52	48	46	54	50	46
	0.18	57	58	60	59	55	54	60	59
	0.24	78	72	70	86	76	76	75	82
	0.42	98	101	102	98	101	101	102	103

Remark: De = Depth, CP = Confining Pressure.