Damage Modelling of Compressed Earth Blocks Stabilised with Cement

Table 4

Mechanical characteristics of GAD’s CEBs and CSEBs.

Dosage	Maximum strains Rc (MPa)			Deformation limits			Young’s modulus E (MPa)
Cement (%)	Exp	Num	Error	Exp	Num	Error	Exp	Num	Error
0	4.01	4.00	−1%	0.0073	0.0068	−7%	730.78	739.59	+1%
4	4.16	4.15	−1%	0.0075	0.0077	+3%	669.53	667.03	−1%
8	5.01	5.07	+2%	0.0075	0.0073	−3%	855.34	863.54	+1%