A bounding surface plasticity model for cyclic loading of granular soils

By Nasser Khalili, M. A. Habte, S. Valliappan. 2005

150 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/ac67d414931b6437437589708d52c1b919b5ff4b

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

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, background): “Traditional plasticity approaches, including elastoplastic models [1, 2], generalised 115 plasticity models [3, 4], and bounding surface plasticity models [5-9], are capable of 116 incorporating cyclic loading, but often consider very limited cycles (N < 100).”