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An Anisotropic Model of Unbound Granular Material Under Repeated Loading

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Academic year: 2021

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Figure 2. Repeated load triaxial equipment [17]
Figure 3. (a) Sand and gravel and (b) limestone anisotropy test results [17] A cross anisotropic model
Figure 4. Stress paths in p-q space
Figure 5. Axial strain predictions for

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