K. J. Hanley
- Discrete-element method analysis of the state parameter. Dans: Géotechnique, v. 64, n. 12 (décembre 2014). (2014):
- Assessing the quasi-static conditions for shearing in granular media within the critical state soil mechanics framework. Dans: Soils and Foundations, v. 56, n. 1 (février 2016). (2016):