Effect of loading eccentricity on the ultimate lateral resistance of tripod piles in clay

- Zhao, Z., Gao, Y.

Worst-case spatial correlation length in probabilistic slope stability analysis

- Zhu, D., Griffiths, D. V., Fenton, G. A.

Probabilistic stability analyses of undrained slopes with linearly increasing mean strength

- Zhu, D., Griffiths, D. V., Huang, J., Fenton, G. A.

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

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

Comparison of finite-element limit analysis and strength reduction techniques

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

Reliability analysis of a gravity-based foundation for wind turbines: a code-based design assessment

- Vahdatirad, M. J., Griffiths, D. V., Andersen, L. V., Sorensen, J. D., Fenton, G. A.

Serviceability limit state design of deep foundations

- Naghibi, F., Fenton, G. A., Griffiths, D. V.

Reliability analysis of beams on random elastic foundations

- Griffiths, D. V., Paiboon, J., Huang, J., Fenton, G. A.

Ultimate lateral pressure of two side-by-side piles in clay

- Georgiadis, K., Sloan, S. W., Lyamin, A. V.