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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.
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.
Slope-stability assessments using finite-element limit-analysis methods
- Lim, K., Li, A. J., Schmid, A., Lyamin, A. V.
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.
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.
Three-dimensional slope stability assessment of two-layered undrained clay
- Lim, K., Li, A. J., Lyamin, A. V.
Application of neural network to rock slope stability assessments
- Li, A. J., Khoo, S. Y., Wang, Y., Lyamin, A. V.
Trench stability under bentonite pressure in purely cohesive clay
- Li, A. J., Merifield, R. S., Lin, H. D., Lyamin, A. V.
Comparisons of seismic rock slope stability assessments between the Hoek-Brown and Mohr-Coulomb failure criteria
- Qian, Z. G., Li, A. J., Kong, V., Lyamin, A. V.
Parametric Monte Carlo studies of rock slopes based on the Hoek-Brown failure criterion
- Li, A. J., Cassidy, M. J., Wang, Y., Merifield, R. S., Lyamin, A. V.
Rock slope risk analysis based on non-linear failure criterion
- Li, A. J., Cassidy, M. J., Lyamin, A. V.
Effect of rock mass disturbance on the stability of rock slopes using the Hoek-Brown failure criterion
- Li, A. J., Merifield, R. S., Lyamin, A. V.
Three-dimensional stability charts for slopes based on limit analysis methods
Limit analysis solutions for three dimensional undrained slopes
Seismic rock slope stability charts based on limit analysis methods
- Li, A. J., Lyamin, A. V., Merifield, R. S.
Stability charts for rock slopes based on the Hoek-Brown failure criterion
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