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• W2312977498 abstract "A series of true triaxial tests on tell prismatic specimens of sand at three different void ratios from the basis for analyses, prediction and verification of the influence of shear banding on the three-dimensional failure conditions in granular material. The results of the true triaxial tests are reviewed and discussed in view of the shear banding that is observed in these tests. Theoretical conditions for shear banding, which are based on the behavior of the material near the observed shear banding phenomenon, are reviewed. The detailed procedure for shear banding analysis is explained in general and calculations are performed for a single hardening elasto-plastic constitutive model. The predicted shear banding events are compared with those observed in the experiments. It is shown that the predicted stress conditions for shear banding match those observed in the true triaxial tests, and it is concluded that shear banding plays an important role in the three-dimensional strength of granular materials. Thus, peak failure is caused by shear banding in the hardening regime in the approximate range of b=(σ2-σ3)/(σ1-σ3) form 0.18 to 0.85, while it occurs in the softening regime outside this range of b-values. A smooth, continuous 3D failure surface is therefore not generally obtained for granular materials." @default.
• W2312977498 created "2016-06-24" @default.
• W2312977498 creator A5078552708 @default.
• W2312977498 date "2003-08-01" @default.
• W2312977498 modified "2023-10-18" @default.
• W2312977498 title "Analysis and Prediction of Shear Banding Under 3D Conditions in Granular Materials" @default.
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• W2312977498 doi "https://doi.org/10.3208/sandf.43.4_161" @default.
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