Effect of Fly Ash and Cement on the Engineering Characteristic of Stabilized Subgrade Soil: An Experimental Study

Table 5

The compaction test results.

Mix ratio	Moisture content	Maximum dry density (g/cc)
0% FA+0% OPC	6.31	2.13
5% FA+2% OPC	8.05	2.21
10% FA+4% OPC	8.94	2.28
15% FA+6% OPC	8.89	2.37
20% FA+8% OPC	8.46	2.41