An artificial neural network approach to inhomogeneous soil slope stability predictions based on limit analysis methods

- Qian, Z. G., Li, A. J., Chen, W. C., Lyamin, A. V., Jiang, J. C.

Computational plasticity algorithm for particle dynamics simulations

- Krabbenhoft, K., Lyamin, A. V., Vignes, C.

Mean parametric Monte Carlo study of fill slopes

- Lim, K., Cassidy, M. J., Li, A. J., Lyamin, A. V.

Parametric studies of disturbed rock slope stability based on finite element limit analysis methods

- Qian, Z. G., Li, A. J., Lyamin, A. V., Wang, C. C.

Probabilistic stability assessment using adaptive limit analysis and random fields

- Ali, Abid, Lyamin, A. V., Huang, Jinsong, Li, J. H., Cassidy, M. J., Sloan, S. W.

Slope-stability assessments using finite-element limit-analysis methods

- Lim, K., Li, A. J., Schmid, A., Lyamin, A. V.

Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading

- Ali, Abid, Lyamin, A. V., Huang, Jinsong, Sloan, S. W., Cassidy, M. J.

Undrained stability of an unlined square tunnel in spatially random soil

- Ali, Abid, Lyamin, A. V., Huang, Jinsong, Sloan, S. W., Cassidy, M. Jj

Direct computation of shakedown loads via incremental elastoplastic analysis

- Hjiaj, M., Krabbenhøft, K., Lyamin, A. V.

Effect of spatial correlation length on the bearing capacity of an eccentrically loaded strip footing

- Ali, A., Lyamin, A. V., Huang, J., Sloan, S. W., Cassidy, M. J.

Rock slope stability analyses using extreme learning neural network and terminal steepest descent algorithm

- Li, A. J., Khoo, S., Lyamin, A. V., Wang, Y.

Three-dimensional slope stability charts for frictional fill materials placed on purely cohesive clay

- Lim, K., Lyamin, A. V., Cassidy, M. J., Li, A. J.

Buried footings in random soils: comparison of limit analysis and finite element analysis

- Li, J. H., Cassidy, M. J., Tian, Y., Huang, J., Lyamin, A. V., Uzielli, M.

Comparative study of bearing capacity of buried footings using random limit analysis and random finite element method

- Li, J. H., Cassidy, M. J., Tian, Y., Huang, J., Lyamin, A. V., Uzielli, M.

Comparison of finite-element limit analysis and strength reduction techniques

- Tschuchnigg, F., Schweiger, H. F., Sloan, S. W., Lyamin, A. V., Raissakis, I.

Generalised Tresca criterion for undrained total stress analysis

- Krabbenhoft, K., Lyamin, A. V.

Slope stability charts for two-layered purely cohesive soils based on finite-element limit analysis methods

- Qian, Z. G., Li, A. J., Merifield, R. S., Lyamin, A. V.

Strength reduction finite-element limit analysis

- Krabbenhoft, K., Lyamin, A. V.

The influence of spatial variability of soil permeability on the risk of rainfall induced landslides

- Huang, J., Ali, A., Lyamin, A. V., Sloan, S. W., Griffiths, D. V., Cassidy, M. J., Li, J.

Three-dimensional slope stability assessment of two-layered undrained clay

- Lim, K., Li, A. J., Lyamin, A. V.