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

Table 4

Elastic deviatoric strain ratio of turfy soil samples #1∼ #4 under different consolidation states (%).

Consolidation stress (kPa)	#1		#2		#3		#4
	50	37	0.87	36	0.56	28	0.14	40	0.68
100	94	0.58	89	0.45	65	0.35	61	0.46
200	163	0.52	153	0.65	154	0.42	207	0.50
300	260	0.43	270	0.44	257	0.51	293	0.45