Influencing Factors and Prediction Model for the Antierosion Performance of Cement-Improved Loess Compacted Using Different Compaction Methods

Table 6

EMLR and ratio of CIL compacted using VVCM and QSCM.

Cement content (%)	EMLR and ratio of CIL with the following compaction coefficient (%)
	0.92			0.95			0.97
		Pj			Pj			Pj
2	12.6	14.0	0.90	8.3	9.9	0.84	6.1	7.4	0.82
3	10.4	11.4	0.91	6.6	7.6	0.87	4.2	5.4	0.78
4	8.2	9.2	0.89	4.7	5.7	0.82	2.7	3.4	0.79
6	5.8	6.6	0.88	3.0	3.6	0.83	1.9	2.3	0.83