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CaO is expected to promote a stronger aggregation and stabilization in the backfilled soil and thereby enhance pore functionality.
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In addition, the significance of soil matrix suction, induced stress due to backfill soil compaction, shear resistance parameters, on the wall block facing is discussed.
The MSE wall is a retaining structure surrounding the piles and the backfill soil between them.
The backfill soil is considered as a visco-elastic Kelvin Voigt material.
In this method, the backfill soil is modeled as a visco-elastic Kelvin Voigt material.
Analysis results indicate that the potential failure surface in the backfill soil depends on the friction angle between wall and backfill soil.
The backfill soil was modelled using both linear and nonlinear elastic-plastic constitutive models.
The backfill soil properties, geometric and strength properties of reinforcement are treated as random variables.
Backfill soil: As reported in the literature, granular soils are preferred for the construction for reinforced earth walls.
Hydrodynamic pressure generated behind the backfill due to shaking of the wet backfill soil is considered in the analysis.
During an earthquake the bridge movements are restrained by the high capacity wing walls and the backfill soil.
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