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- W2248286052 abstract "This paper presents a variability study of several engineering properties of recycled rubber tire pieces based on a comprehensive literature survey of experimental test programs. The unit weight, cohesion, internal friction angle, Young's modulus of elasticity and Poisson's ratio were evaluated and compared to engineering property variability of natural soils. In addition, a series of regression and residual analyses were performed to investigate the presence and significance of scale-dependency on the engineering properties of rubber tire pieces. The results of the variability analysis show that unit weight and Poisson's ratio have the lowest values of coefficient of variation whereas the shear strength parameters and the elastic modulus have the highest. From the regression analysis, cohesion and Young's modulus showed the greatest sensitivity to changes in maximum tire particle size. However, these results are based on statistics that have limitations when used for interpretive purposes. A non-statistical investigation based on geotechnical theory was used to further evaluate the scale-dependency of the shear strength parameters. Using Mohr-Coulomb failure theory and assuming that the cohesion component of strength is justifiably neglected, the analysis showed a scale-independent relationship which is consistent with the statistical findings for internal friction angle." @default.
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- W2248286052 date "2004-10-01" @default.
- W2248286052 modified "2023-09-26" @default.
- W2248286052 title "Variability and Scale-Dependency of Recycled Rubber Tire Materials" @default.
- W2248286052 doi "https://doi.org/10.1061/40756(149)7" @default.
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