Effect of Loading Path on the Mechanical Properties of Completely Decomposed Granite Soil Based on the Multiscale Method

Table 1

Index properties of the CDG soil.

Specimen ID	Depth (m)	Grain size distribution (%)			Gs	(g/cm^3)	(%)	e	Liquid limit (%)	Plastic limit (%)	Plasticity index	USCS [38]
		Sand	Silt	Clay
1	19.8	35	22.5	22	2.69	1.87	22.6	0.85	37.2	24	13.2	SC
2	20.4	37.4	22.8	19.8	2.71	1.81	21	0.73	35.8	23	12.8
3	21.0	34.4	21.5	25.1	2.69	1.86	23.8	0.89	43	25.6	17.4
4	21.6	31.1	22.7	27.7	2.69	1.83	24.2	0.93	44.4	26.9	17.5
5	22.2	18.9	18.7	39.4	2.70	1.82	32.0	1.06	46.1	28.7	17.4
6	22.8	24.9	20.7	35.8	2.72	1.81	30.1	1.00	44.3	27.4	16.9
7	23.4	29.2	21	31.8	2.70	1.91	25.8	0.93	41.6	27.8	13.8