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Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures

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Figure

Fig. 1. Detail showing the thickness of row i (consisting of Nrownumber of particles)
Fig. 5. Numerical specimen, consisting of approximately 7000particles
Fig. 8. Triaxial response of cemented sand across a range ofconfining pressures (Marri et al., 2012)
Fig. 10. Particle rotation at maximum rate of dilation forconfining pressure of (a) 1 MPa and (b) 12 MPa

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