An assessment of statistically based relationships between critical state parameters

- Llano-Serna, M. A., Farias, M. M., Pedroso, D. M., Williams, D. J., Sheng, D.

A unified mechanical and retention model for saturated and unsaturated soil behaviour

- Lloret-Cabot, Martí, Wheeler, Simon J., Sánchez, Marcelo

Application of fractional calculus in modelling ballast deformation under cyclic loading

- Sun, Yifei, Indraratna, Buddhima, Carter, John P., Marchant, Timothy, Nimbalkar, Sanjay

Isotach elastoplasticity: a case study on Osaka Bay clay

- Yang, Chao, Carter, John P.

An isotach elastoplastic constitutive model for natural soft clays

- Yang, Chao, Carter, John P., Sheng, Daichao, Sloan, Scott W.

A new method for studying the evolution of particle breakage

- Zhang, S., Tong, C. X., Li, X., Sheng, D.

Comparison of model predictions of the anisotropic plasticity of Lower Cromer Till

- Yang, Chao, Carter, John P., Yu, Shengbing

Constitutive modelling of Otaniemi soft clay in both natural and reconstituted states

- Yang, Chao, Liu, Xiliang, Liu, Xianfeng, Yang, Chengsong, Carter, John P.

Modelling the plastic anisotropy of Lower Cromer Till

- Yang, Chao, Sheng, Daichao, Carter, John P., Sloan, Scott W.

Description of compression behaviour of structured soils and its application

- Yang, Chao, Carter, John P., Sheng, Daichao

Modelling the effect of initial density on soil-water characteristic curves

- Zhou, A.-N., Sheng, D., Carter, J. P.

Sydney soil model. I: theoretical formulation

- Liu, Martin D., Carter, John P., Airey, David W.

Sydney Soil Model. II: experimental validation

- Airey, David W., Carter, John P., Liu, Martin D.

Contributions to Geotechnique 1948-2008: constitutive and numerical modelling

- Zdravkovic, L., Carter, J.