Investigation of Engineering Properties of Cement-Stabilized Calcareous Sand Foundation

Table 7

Compression parameters of different silts [19, 38].

Soil type	Es (MPa)	Cc	Cs	Cc/Cs
Uncemented	10.53	0.190	0.012	15.83
5%	11.75	0.177	0.013	13.61
10%	19.07	0.128	0.02	6.40
15%	32.62	0.098	0.023	4.26
Australia calcareous sand	—	0.18∼0.24	0.065	12.62
Sandbar soil	19.03	0.106	0.004	26.50
Lagoon soil	13.57	0.176	0.007	25.14
London clay	7.20	0.161	0.062	2.58
Weald clay	—	0.093	0.035	2.66
Kaolin clay	—	0.260	0.050	5.20