The competing effects of wetting and volume change on G0 in compacted loess

- Ge, M., Pineda, J., Sheng, D.

Experimental study of ice accumulation in unsaturated clean sand

- Teng, J., Shan, F., He, Z., Zhang, S., Zhao, G., Sheng, D.

A discrete numerical method for brittle rocks using mathematical programming

- Meng, J., Huang, J., Yao, C., Sheng, D.

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.

Discrete modelling jointed rock slopes using mathematical programming methods

- Meng, J., Huang, J., Sloan, S. W., Sheng, D.

Granular contact dynamics with elastic bond model

- Meng, J., Huang, J., Sheng, D., Sloan, S. W.

Quasi-static rheology of granular media using the static DEM

- Meng, J., Huang, J., Sheng, D., Sloan, S. W.

A numerical model for heat and moisture migration in unsaturated freezing soil

- Teng, J., Sheng, D., Liang, S., Zhang, S.

Canopy effect caused by vapour transfer in covered freezing soils

- Zhang, S., Teng, J., He, Z., Liu, Y., Liang, S., Yao, Y., Sheng, D.

Exploring one-dimensional compression of compacted clay under constant degree of saturation paths

- Burton, G. J., Pineda, J. A., Sheng, D., Airey, D. W., Zhang, F.

Non-isothermal water retention curve and volume change equation for unsaturated soils

- Zhou, A. N., Li, J., Sheng, D.

Some remarks on the mechanical yielding of unsaturated soils

- Lloret Cabot, M., Pineda, J. A., Sheng, D., Cordao-Neto, M.

A new method for studying the evolution of particle breakage

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

Modeling hydro-mechanical behaviors for unsaturated soils with different initial densities via stress-saturation framework with sub-loading concept

- Zhou, A. N., Sheng, D.

Numerical evaluation of clay disturbance during blade penetration in the flat dilatometer test

- Kouretzis, G. P., Ansari, Y., Pineda, J., Kelly, R., Sheng, D.

On the compression behaviour of structured soils

- Yang, C., Carter, J. P., Sheng, D.

Simulation of extreme deformation problems in viscoplastic strain-softening clays with the coupled Eulerian-Lagrangian method

- Kouretzis, G. P., Ansari, Y., Pineda, J., Sheng, D.

A potential new frost heave mechanism in high-speed railway embankments

- Sheng, D., Zhang, S., Niu, F., Cheng, G.

Bimodal pore size distribution of a high-plasticity compacted clay

- Burton, G. J., Sheng, D., Campbell, C.

Experimental and numerical investigation of rate and softening effects on the undrained shear strength of Ballina clay

- Ansari, Y., Pineda, J., Kouretzis, G., Sheng, D.