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Multiscale characterisation of diffuse granular failure

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Academic year: 2021

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Figure 1. (a) The three-dimensional granular assembly under consideration. (b) Sketch of the intergranular interaction law.
Figure 2. Evolution with axial strain of the generalised stress deviator  1   3 /R for R ¼ 0.825.
Figure 3. Failure of the granular assembly simulated from the mixed limit state ESb, resulting from the application of the mixed stress–strain loading programme P-S
Figure 4. Failure of the granular assembly simulated from the mixed limit state ESb subjected to the loading programme P-K
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