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Previous study (Choi et al. 2007) revealed that the sand materials mainly consisted of quartz.
Sand materials (Jumunjin silica, South Korea) were used for column tests.
The performance of the constitutive model has been validated against Vosges sandstone and oil-bearing sand materials test data.
The showed that the model is able to reliably reproduce the mechanical behavior of the sand materials.
Triaxial tests carried out on sand materials show plastic volume dilation caused by the imposed deviatoric stress.
The main objective is to evaluate the capabilities of the damage model to predict the mechanical behavior of sand materials.
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The soil sample is classified as SM (silty sand) material.
Sand material, however, showed the most diverse community.
The zeta potential of sand material were determined by surface potential analysis.
Therefore, the sand material is modeled using a constitutive model with a Mohr Coulomb failure criterion incorporating damage.
It is noted that the proposed expression is suitable only for steel pipes buried in dense sand material.
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