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

Table 3

The elastic modulus of CEB.

Label	Cu-100	Cu-150	Cu-200
Elastic modulus (MPa)	1.688	1.863	0.711
	2.177	1.301	0.518
	2.000	1.363	0.726
	1.755	1.564	0.703
	1.750	1.317	0.570
	2.061	0.955	0.534
	2.084	1.223	0.923
	1.678	1.733	0.556
	2.263	1.533	0.550
	1.794	1.317	0.770
Mean (MPa)	1.924	1.417	0.656