Accumulative Plastic Deformation of the Improved Completely Weathered Granite Subgrade in High-Speed Railway

Table 2

Fitted model parameters of the improved CWG based on laboratory tests.

Cement contents (%)	Compacting factor	Laboratory test fitting parameters
		a	b	B
4	0.95	0.19374	1.24032	0.126
5	0.95	0.10422	1.41364	0.114
6	0.95	0.07501	1.67046	0.108
7	0.95	0.06591	1.59331	0.167