Damage Modelling of Compressed Earth Blocks Stabilised with Cement

Table 2

Mechanical characteristics of MAI’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	4.26	+1%	0.0060	0.0067	+12%	840.30	836.24	−1%
4	4.23	4.18	−1%	0.0071	0.0075	+6%	735.10	730.32	−1%
8	5.12	5.16	+1%	0.0074	0.0073	−2%	870.98	878.34	+1%