Stress-Strain Relationships and Failure Load Analysis of Cement-Stabilized Rammed Earth under Concentric and Eccentric Loading Using Finite Element Modelling

Table 2

Load-deformation values of CSRE prism (H/T = 3; E/T = 0).

Load (kN)	Deformation (mm)		% error	Root mean square error (mm)
	Finite element model (Mi)	Experimental (Ei)
0	0	0	0	1.95
10	0.506	0.6	15.67
20	1.04	1	3.85
30	1.56	1.47	5.77
40	2.09	1.85	11.49
50	2.6	2.35	9.62
60	3.15	2.65	15.88
70	3.7	2.9	21.63
80	4.29	3.3	23.08
90	4.91	3.5	28.72
100	5.22	4	23.38
103	5.38	4.35	19.15
104	Failure load		Mean = 14.85