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.

Effect of spatial variability on failure mechanism location in random undrained slopes

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

Probabilistic slope stability analysis using RFEM with non-stationary random fields

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

The random finite element method (RFEM) in probabilistic slope stability analysis with consideration of spatial variability of soil properties

- Allahverdizadeh, Pooya, Griffiths, D. V., Fenton, G. A.

Undrained failure mechanisms of slopes in random soil

- Zhu, H., Griffiths, D. V., Fenton, G. A., Zhang, L. M.

On the estimation of scale of fluctuation in geostatistics

- Lloret-Cabot, M., Fenton, G. A., Hicks, M. A.

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.

Undrained bearing capacity of spatially random clays by finite elements and limit analysis

- Huang, J., Lyamin, A. V., Griffiths, D. V., Sloan, S. W., Krabbenhoft, K., Fenton, G. A.