Damage Modelling of Compressed Earth Blocks Stabilised with Cement

Table 3

Mechanical characteristics of BAM’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	4.20	4.22	+1%	0.0071	0.0072	+2%	788.02	793.82	+1%
4	4.55	4.51	−1%	0.0071	0.0074	+4%	752.86	744.84	−1%
8	5.40	5.48	+1%	0.0071	0.0078	+10%	872.99	876.09	+1%