Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents

Table 1

Details of soil samples and model parameters.

Soils	(g⋅cm^−3)	(%)		/	(kPa)			Reference
Singapore clay	2.74	84	1.59	0.69	218	0.50	0.54	Low et al. [8]
Gulf of Guinea clay	2.65	118	3.28	1.05	98	1.17	0.55	Hattab et al. [17]
Lianyungang clay	2.73	53	1.79	1.24	69	0.61	0.60	Deng et al. [18]
Jangyu clay	2.71	60	2.35	1.45	60	0.97	0.44	Chung et al. [19]
Undisturbed Ariake clay	2.66	127	4.30	1.27	38	1.15	0.30	Liu and Hong [20]
Disturbed Ariake clay	2.66	127	4.30	1.27	29	1.27	0.26	Liu and Hong [20]
Shanghai clay	2.70	45	1.15	0.94	160	0.31	0.24	Li et al. [21]
Batiscan clay	2.67	43	2.13	1.85	117	1.15	1.05	Leroueil et al. [22]
Wenzhou clay								Bian [23]
5 m	2.70	65	1.91	1.05	61	0.60	0.53
7.5 m	2.73	70	1.94	1.01	58	0.52	0.41
10 m	2.71	69	1.90	1.02	80	0.58	0.53
12.5 m	2.71	73	2.01	1.02	92	0.74	0.56
15 m	2.70	76	1.84	0.90	100	0.53	0.85
17.5 m	2.71	74	1.73	0.87	148	0.54	0.42
20 m	2.71	65	1.60	0.91	138	0.55	0.57
22.5 m	2.73	67	1.42	0.78	156	0.37	0.79