Consolidation Behavior and Compression Prediction Model of Coastal Cement Soil Modified by Nanoclay

Table 8

Comparison of compression between NCS and CCS.

Sample code	Compression and difference (mm)
	100 kPa	d-dccs-28-10	200 kPa	d-dccs-28-10	400 kPa	d-dccs-28-10
CCS-28-10	0.510		1.235		2.865
CCS-28-12	0.315	0.195	0.805	0.430	2.240	0.625
CCS-28-14	0.320	0.190	0.680	0.555	1.870	0.995
CCS-28-16	0.265	0.245	0.500	0.735	1.580	1.285
CCS-28-18	0.255	0.255	0.410	0.825	1.210	1.655
CCS-28-20	0.270	0.240	0.405	0.830	1.085	1.780
NCS-28-10	0.510		1.235		2.865
NCS-28-10-2	0.390	0.120	1.065	0.170	2.735	0.130
NCS-28-10-4	0.330	0.180	0.805	0.430	2.180	0.685
NCS-28-10-6	0.235	0.275	0.845	0.390	2.575	0.290
NCS-28-10-8	0.240	0.270	0.560	0.675	2.325	0.540
NCS-28-10-10	0.370	0.140	0.990	0.245	2.600	0.265