Experimental Investigation into Limit Void Ratio Characteristics of Calcareous Sands considering Various Factors

Table 2

Maximum dry density and minimum void ratio under the volume of 250 and 1000 mL.

(mL)	(g)	(g/cm^3)	(g/cm^3)
250	389.5	1.558	1.561	0.78	0.347
	392.5	1.570
	388.7	1.555
1000	1503.2	1.503	1.493	0.87
	1485.1	1.485
	1491.4	1.491

Note. V = volume of compaction cylinder;  = mass of sand;  = average value of maximum dry density;  = minimum void ratio of idealized single-size spheres.