2D numerical analysis of a cantilever retaining wall backfilled with sand–tire chips mixtures
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Cites methods from "2D numerical analysis of a cantilev..."
...Discrete element method (DEM), which was first developed by Cundall and Strack [30], has been proven to be a powerful tool in investigating the mechanical behavior of granular materials, and has been successfully applied to investigating the mechanical properties of sand–rubber mixtures [6,16,18,31] and to simulate the true triaxial shear tests [25,26,28]....
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"2D numerical analysis of a cantilev..." refers result in this paper
...According to Dawson, Roth, and Drescher (1999), the factors of safety calculated from this approach are very close to the values obtained from conventional methods in geotechnical analysis....
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"2D numerical analysis of a cantilev..." refers result in this paper
...…be noted that the engineering properties of STC mixtures obtained by Ahmed (1993) differ from those recorded by previous investigators (Reddy, Kumar, & Krishna, 2015; Youwai & Bergado, 2003) because of differences in the sizes and shapes of shredded tire chips and the sample preparation procedures....
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