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

Table 2

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

	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	145	145	121	168	137	152	130	152
	0.12	168	184	176	184	161	176	184	161
	0.18	192	200	200	200	184	200	184	192
	0.24	215	240	223	231	231	215	223	240
	0.42	262	294	262	286	278	255	262	275

Remark: De = Depth, CP = Confining Pressure.