Dynamic Behavior of Soft Subgrade Soils Treated with Boron Waste

Table 4

Summary of compaction tests.

CW content (%)	Kaolinite		Montmorillonite
	Optimum water content (%)	Maximum dry density	Optimum water content (%)	Maximum dry density
0	29.6	1.53	32.4	1.25
2	39.5	1.37	36.7	1.15
4	40.5	1.21	36.9	1.09
6	40.9	1.22	37.2	1.07
8	42.5	1.25	38.5	1.06