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

Table 1

Properties of soil used for modeling.

Textural composition
Sand (0.075–4.75) mm	61%
Silt (0.002–0.075) mm	17%
Clay (<0.002) mm	22%
Atterberg’s limits
Liquid limit	29
Plastic limit	22
Shrinkage limit	20
Plasticity index	7
Shrinkage index	9
Maximum dry density	2020

Adopted from Suresh and Anand [22].