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

Table 7

Compression of NCS at different consolidation pressures.

Nanoclay content (%)	Curing age (d)	Compression deformation (mm)
		100 kPa	200 kPa	400 kPa	800 kPa	1600 kPa
0	7	0.595	1.785	3.620	5.380	6.995
	28	0.510	1.235	2.865	4.680	6.445
2	7	0.695	1.970	3.830	5.620	7.250
	28	0.390	1.065	2.735	4.645	6.510
4	7	0.560	1.600	3.410	5.250	7.000
	28	0.330	0.805	2.180	4.115	6.105
6	7	0.645	1.765	3.605	5.475	7.195
	28	0.235	0.845	2.575	4.630	6.570
8	7	0.530	1.655	3.505	5.380	7.150
	28	0.240	0.560	2.325	4.290	6.190
10	7	0.645	1.690	3.575	5.485	7.270
	28	0.370	0.990	2.600	4.645	6.590