Physical and Mechanical Properties of Turfy Soils under Confining and Axial Pressure Increases Stress Paths in Jilin Province, Northeast China

Table 5

Test result of H₁, H₂, B₁, and B₂.

Consolidation stress (kPa)	#1				#2
	50	1.275	2.986	0.201	0.153	0.719	2.266	0.214	0.157
100	0.074	2.191	0.081	0.150	0.065	3.403	0.049	0.146
200	0.017	2.544	−0.013	0.134	0.012	2.689	−0.019	0.136
300	0.004	2.861	−0.078	0.135	0.003	2.133	−0.125	0.168
	#3				#4
50	0.537	1.973	0.133	0.074	0.247	2.178	0.126	0.113
100	0.141	3.534	0.075	0.129	0.026	2.622	0.009	0.112
200	0.006	2.771	−0.032	0.119	0.008	2.167	−0.063	0.128
300	0.004	2.682	−0.092	0.147	0.003	2.288	−0.058	0.087