Settlement of Funing Natural Clays under 14-Year Embankment Loads: A Case Study

Table 1

The oedometer test for undisturbed samples.

Sample	Gs (g/cm^3)	(%)	(%)	(%)	/	Consolidation stress (kPa)
Gr_U3	2.72	49.8	50	20	0.99	6.25-12.5-25-50-100-200-400-800-1600
Gr _U6	2.72	59.8	60	23	0.99
Gr _U9	2.70	59.7	60	23	0.99
Gr _U12	2.70	56.7	68	23	0.83
Gr _U15	2.70	57.5	71	24	0.81
Em_U6	2.70	41.0	50	20	0.82
Em_U9	2.69	46.9	60	22	0.78
Em_U12	2.70	47.9	68	23	0.70
Em_U15	2.69	48.9	66	24	0.74