Critical state behaviour of an unsaturated high-plasticity clay

- Burton, Glen J., Sheng, Daich Ao, Airey, David W.

An approach for predicting embankment settlement by integrating multi-source information

- Zheng, Dong, Huang, Jin-song, Li, Dian-qing

Effects of soil structure on the permeability of saturated Maryland clay

- Yuan, S. Y., Liu, X. F., Buzzi, O.

1-D finite strain consolidation analysis based on isotach plasticity: Class A and Class C predictions of the Ballina embankment

- Yang, Chao, Carter, John P.

Laboratory investigation into biodegradation of jute drains with implications for field behavior

- Nguyen, Thanh Trung, Indraratna, Buddhima, Carter, John

Outcomes of the Newcastle symposium for the prediction of embankment behaviour on soft soil

- Kelly, R. B., Sloan, S. W., Pineda, J. A., Kouretzis, G., Huang, J.

Predicted and measured behaviour of an embankment on PVD-improved Ballina clay

- Lim, Guan T., Pineda, Jubert A., Boukpeti, Nathalie, Carraro, J. Antonio H.

Electoral politics and democracy in Africa: a critical review of Lindberg's thesis

- Appiah-Thompson, Christopher

A new analytical model for consolidation with multiple vertical drains

- Lu, Mengmeng, Sloan, Scott W., Indraratna, Buddhima, Jing, Hongwen, Xie, Kanghe

A stable maximum-entropy meshless method for analysis of porous media

- Nazem, M., Kardani, M., Bienen, B., Cassidy, M.

Analytical solution and numerical simulation of vacuum consolidation by vertical drains beneath circular embankments

- Indraratna, Buddhima, Kan, Mojtaba E., Potts, David, Rujikiatkamjorn, Cholachat, Sloan, Scott W.

Consolidation of non-colloidal spherical particles at low particle Reynolds numbers

- Galvin, Kevin P., Forghani, Marveh, Doroodchi, Elham, Iveson, Simon M.

Influence of biodegradable natural fibre drains on the radial consolidation of soft soil

- Indraratna, Buddhima, Nguyen, Thanh Trung, Carter, John, Rujikiatkamjorn, Cholachat

Second-order cone programming formulation for consolidation analysis of saturated porous media

- Zhang, Xue, Sheng, Daichao, Sloan, Scott W., Krabbenhoft, Kristian

A general solution for 1D consolidation induced by depth- and time-dependent changes in stress

- Liu, J. C., Griffiths, D. V.

Consolidation of large spherical particles at low Reynolds numbers

- Forghani, Marveh

Large deformation finite element analyses in geotechnical engineering

- Wang, Dong, Bienen, Britta, Nazem, Majid, Tian, Yinghui, Zheng, Jingbin, Pucker, Tim, Randolph, Mark F.

Nonlinear consolidation of vertical drains with coupled radial-vertical flow considering well resistance

- Lu, Mengmeng, Wang, Shanyong, Sloan, Scott W., Sheng, Daichao, Xie, Kanghe

Nonlinear radial consolidation of vertical drains under a general time-variable loading

- Lu, Mengmeng, Wang, Shanyong, Sloan, Scott W., Indraratna, Buddhima, Xie, Kanghe

Analytical solution for the consolidation of a composite foundation reinforced by an impervious column with an arbitrary stress increment

- Lu, M. M., Xie, K. H., Wang, S. Y., Li, C. X.