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Li, A. J., Merifield, R. S., Lyamin, A. V.. Elsevier; 2008. Stability charts for rock slopes based on the Hoek-Brown failure criterion.
Li, A. J., Cassidy, M. J., Wang, Y., Merifield, R. S., Lyamin, A. V.. Elsevier; 2012. Parametric Monte Carlo studies of rock slopes based on the Hoek-Brown failure criterion.
Lim, K., Lyamin, A. V., Cassidy, M. J., Li, A. J.. American Society of Civil Engineers; 2016. Three-dimensional slope stability charts for frictional fill materials placed on purely cohesive clay.
Li, A. J., Merifield, R. S., Lin, H. D., Lyamin, A. V.. American Society of Civil Engineers; 2014. Trench stability under bentonite pressure in purely cohesive clay.
Qian, Z. G., Li, A. J., Lyamin, A. V., Wang, C. C.. Pergamon Press; 2017. Parametric studies of disturbed rock slope stability based on finite element limit analysis methods.
Qian, Z. G., Li, A. J., Chen, W. C., Lyamin, A. V., Jiang, J. C.. Japanese Geotechnical Society; 2019. An artificial neural network approach to inhomogeneous soil slope stability predictions based on limit analysis methods.
Li, A. J., Khoo, S. Y., Wang, Y., Lyamin, A. V.. Taylor & Francis; 2014. Application of neural network to rock slope stability assessments.
Li, A. J., Khoo, S., Lyamin, A. V., Wang, Y.. Elsevier; 2016. Rock slope stability analyses using extreme learning neural network and terminal steepest descent algorithm.
Lim, K., Cassidy, M. J., Li, A. J., Lyamin, A. V.. American Society of Civil Engineers; 2017. Mean parametric Monte Carlo study of fill slopes.
Li, A. J., Merifield, R. S., Lyamin, A. V.. NRC Research Press; 2010. Three-dimensional stability charts for slopes based on limit analysis methods.
Qian, Z. G., Li, A. J., Kong, V., Lyamin, A. V.. Taylor & Francis; 2013. Comparisons of seismic rock slope stability assessments between the Hoek-Brown and Mohr-Coulomb failure criteria.
Li, A. J., Cassidy, M. J., Lyamin, A. V.. CRC Press; 2012. Rock slope risk analysis based on non-linear failure criterion.
Li, A. J., Merifield, R. S., Lyamin, A. V.. Elsevier; 2009. Limit analysis solutions for three dimensional undrained slopes.
Qian, Z. G., Li, A. J., Merifield, R. S., Lyamin, A. V.. American Society of Civil Engineers; 2015. Slope stability charts for two-layered purely cohesive soils based on finite-element limit analysis methods.
Li, A. J., Lyamin, A. V., Merifield, R. S.. Elsevier; 2009. Seismic rock slope stability charts based on limit analysis methods.
Li, A. J., Merifield, R. S., Lyamin, A. V.. Elsevier; 2011. Effect of rock mass disturbance on the stability of rock slopes using the Hoek-Brown failure criterion.
Lim, K., Li, A. J., Lyamin, A. V.. Elsevier; 2015. Three-dimensional slope stability assessment of two-layered undrained clay.
Lim, K., Li, A. J., Schmid, A., Lyamin, A. V.. American Society of Civil Engineers; 2017. Slope-stability assessments using finite-element limit-analysis methods.