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arXiv · 1006.5131

The Critical State and the Steady-State solution in Granular Solid Hydrodynamics

Stefan Mahle·Yimin Jiang·Mario Liu
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Abstract

The approach to the critical state -- the transition from partially elastic to perfectly plastic behavior -- is considered the most characteristic of granular phenomena in soil mechanics. By identifying the critical state as the steady-state solution of the elastic strain, and presenting the main results as transparent, analytic expressions, the physics of this important phenomenon is clarified.

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Stefan Mahle, Yimin Jiang, Mario Liu. 2010-06-26. The Critical State and the Steady-State solution in Granular Solid Hydrodynamics. https://arxiv.org/abs/1006.5131

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