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

Table 11

Calculated value corresponding to different consolidation pressure under different cement content.

Cement content (%)	Numeric type	100 kPa	200 kPa	400 kPa	800 kPa	1600 kPa
10	Measured value	0.640	1.310	2.940	4.770	6.470
	Predictive value	0.622	1.351	2.728	4.735	6.434
	Standard deviation	0.0091	0.0203	0.1061	0.0174	0.0180
12	Measured value	0.330	0.840	2.210	4.040	5.980
	Predictive value	0.363	0.918	2.128	4.112	5.920
	Standard deviation	0.0163	0.0389	0.0408	0.0360	0.0301
14	Measured value	0.290	0.740	1.980	3.810	5.630
	Predictive value	0.313	0.790	1.849	3.695	5.616
	Standard deviation	0.0117	0.0250	0.0653	0.0577	0.0071
16	Measured value	0.250	0.570	1.550	3.260	5.170
	Predictive value	0.224	0.611	1.540	3.267	5.151
	Standard deviation	0.0131	0.0207	0.0048	0.0036	0.0095
18	Measured value	0.200	0.490	1.160	2.770	4.710
	Predictive value	0.179	0.485	1.236	2.743	4.706
	Standard deviation	0.0105	0.0025	0.0378	0.0136	0.0019
20	Measured value	0.200	0.460	1.140	2.610	4.480
	Predictive value	0.188	0.475	1.147	2.503	4.454
	Standard deviation	0.0059	0.0075	0.0037	0.0537	0.0129