S. E. Stallebrass
- The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay. In: Géotechnique, v. 47, n. 2 (April 1997). (1997):
- Effect of recent stress history on the stiffness of overconsolidated soil. In: Géotechnique, v. 40, n. 4 (December 1990). (1990):
- Twin-tunnelling-induced changes to clay stiffness. Presented at: Tunnelling in the Urban Environment, Géotechnique Symposium, 2017. (2018):