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

Table 3

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

	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	76	82	76	97	103	83	75	90
	0.12	105	106	105	105	104	105	105	107
	0.18	121	123	125	121	118	120	120	123
	0.24	129	137	130	137	129	145	133	134
	0.42	167	176	178	178	175	175	176	192

Remark: De = Depth, CP = Confining Pressure.