Modeling the Compression Behavior of Dredged Sandy Clays Considering the Effect of Initial Water Contents and Sand Fractions

Table 1

Details of the physical properties of soils.

Soils	(g/cm^3)	(%)	(%)	References
Lianyungang clay	2.71	73.7	50.0, 59.0, 68.0, 78.0, 85.0, 92.0, 104.0, 114.0, 119.0, 127.0, 135.0, 142.0, and 146.0	Hong et al. [1]
Baimahu clay	2.65	90.6	64.0, 72.0, 83.0, 91.0, 101.0, 111.0, 119.0, 126.0, 137.0, 143.0, 153.0, 163.0, 174.0, and 180.0
Kemen clay	2.67	61.1	43.0, 48.0, 57.0, 62.0, 66.0, 72.0, 80.0, 87.0, 91.0, 99.0, 106.0, 110.0, 116.0, and 122.0
Huaian clay	2.70	100.0	80.6, 100.2, 119.5, 139.9, 159.7, and 179.6	Zeng et al. [2]
	2.72	86.0	88.8 and 132.9
	2.70	72.7	79.0 and 109.0
	2.70	59.7	92.9
	2.70	46.5	71.3
	2.69	77.1	77.7 and 112.7
	2.69	66.7	100.9
	2.69	57.4	89.3
Wenzhou clay	2.72	72.3	74.6 and 136.5
	2.69	60.5	61.5
	2.70	64.9	64.0
	2.68	64.8	65.1
	2.67	60.8	58.6
	2.68	62.1	52.5
	2.72	63.0	96.6 and 125.0
Nanjing clay	2.71	46.7	46.2 and 76.3
	2.70	43.8	42.2
	2.72	52.0	46.8
Taizhou clay	2.63	69.5	69.0	Zeng et al. [3]
Fuzhou clay	2.66	60.1	42.7 and 84.6
	2.72	69.3	86.2
	2.66	67.0	67.2
Hong Kong marine clay	2.68	62.4	67.9, 74.5, 86.9, and 99.5	Shi and Yin [4]
Bentonite	2.70	524.0	744.0 and 885.0	Shi et al. [22]

 = the density of clay particles;  = the liquid limit of the soil;  = the initial water content of the soil.