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

Table 3

Result summary of the finite element model of CSRE specimens.

Eccentricity ratio	E/T = 0		E/T = 1/3		E/T = 1/6		E/T = 1/12
CSRE prism specimens	H/T = 3	H/T = 4	H/T = 3	H/T = 4	H/T = 3	H/T = 4	H/T = 3	H/T = 4
Failure load (kN)	103	106	40	40	70	70	89	88
Maximum deformation (mm)	5.38	7.77	15.27	25.62	20.57	37.90	32.30	47.90
Maximum stress (MPa)	2.31	2.33	1.33	1.29	1.93	1.72	2.30	2.29
Maximum strain (m/m)	1428	1460	2538	2705	3258	3210	4490	4405