Unified Sand Model Based on the Critical State and Generalized Plasticity

By H. Ling, Songtao Yang. 2006

160 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/33eeecd157af577341b946ee2632461608ccbb35

How researchers see this paper

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In Civil and Structural Engineering

1. S. Nimbalkar
2. J. Carter
3. Buddhima Indraratna

Citations in the corpus

• Application of fractional calculus in modelling ballast deformation under cyclic loading (2017, methodology): “For instance, the Cam-clay model has been successfully used and modified 312 in various past studies to describe the constitutive behaviour of sand [35, 36], ballast [37, 38] 313 and coarser rockfill [8].”