Influences of Specimen Geometry and Loading Rate on Compressive Strength of Unstabilized Compacted Earth Block

Table 1

Number of specimens.

Label	Shape	Size (mm)	Vc (mm/min)
			1	3	5	7
Cu-100	Cube	100	10	10	10	10
Cu-150		150	10	10	10	10
Cu-200		200	10	10	10	10
Cy-100	Cylinder	100	10	10	10	10

The cross-sectional diameter of cylindrical specimens is equal to the height of it. V_c, loading rate.