A Continuous Test Method for Dynamic Change of Real Mesostructures of Soil

Table 2

The physical properties of backfill soil.

Code	Water content	Natural density	Void ratio	Degree of saturation	Liquid limit	Plastic limit	Plasticity index	Liquidity index	Compression coefficient
	(%)	(g/cm^3)		(%)	(%)	(%)			(MPa^−1)
T3205	36.0	1.85	1	98	48.8	21.9	26.9	0.52	0.983
T3605	32.4	1.92	0.889	100	46.3	20.1	26.2	0.47	0.905
T3706	34.8	1.90	0.944	100	43.8	22.1	21.7	0.59	0.915
T3707	38.2	1.81	1.092	96	50.3	24.8	25.5	0.53	0.911
T3709	35.8	1.86	1	98	47.6	21.4	26.2	0.55	0.864
T3006	—	—	0.89	—	38.8	20.5	18.3		0.622
T3813	—	—	0.957	—	46.8	21.3	25.5		0.772