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

Table 1

Description of variables in the present study.

Type	Water content (%)	Dry density	Liquid limit (%)	Plastic limit (%)			Weight of the samples	Weight of the water
Mechanism sand-soil I	5	1.57	25.7	14.9	0.74	2.71	1570	78.50
Mechanism sand-soil II	10	1.57	25.9	13.5	0.70	2.72	1570	157.00
Mechanism sand-soil III	15	1.57	23.1	17.6	0.71	2.71	1570	235.50