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

Table 2

The calculated results.

Soil	Depth (m)	H (m)	e0	Cc	Cr	σpi (kPa)	σv0i (kPa)	σsi (kPa)	S (m)
SC-1	1.0–4.5	3.5	1.39	0.47	0.07	63	20	121	0.29
SC-2	4.5–6.9	2.4	1.60	0.72	0.04	99	39	115	0.14
	6.9–10.9	4.0	1.61	0.60	0.09	73	49	110	0.35
SC-3	10.9–13.9	3.0	1.54	0.64	0.08	90	82	102	0.24
	13.9–16.9	3.0	1.58	0.74	0.11	113	102	95	0.21
SC-4	16.9–24.3	7.4	1.54	0.44	0.2	156	156	85	0.28
SSC-1	24.3–25.9	1.6	0.85	0.12	0.07	167	167	78	0.02
SSC-2	25.9–31.1	5.2	0.53	0.04	0.03	189	189	77	0.02
SSC-3	31.1–37.9	6.8	0.65	0.1	0.09	225	225	71	0.05
								Total	1.59

Obtained from the site survey (Jiangsu Province Engineering Investigation and Research Institute, 2010, 2013).