| Lower bound limit analysis using non‐linear programming AV Lyamin, SW Sloan International journal for numerical methods in engineering 55 (5), 573-611, 2002 | 672 | 2002 |
| Upper bound limit analysis using linear finite elements and non‐linear programming AV Lyamin, SW Sloan International Journal for Numerical and Analytical Methods in Geomechanics …, 2002 | 588 | 2002 |
| A new discontinuous upper bound limit analysis formulation K Krabbenhoft, AV Lyamin, M Hjiaj, SW Sloan International Journal for Numerical Methods in Engineering 63 (7), 1069-1088, 2005 | 412 | 2005 |
| Formulation and solution of some plasticity problems as conic programs K Krabbenhøft, AV Lyamin, SW Sloan International Journal of Solids and Structures 44 (5), 1533-1549, 2007 | 385 | 2007 |
| Two-and three-dimensional bearing capacity of foundations in clay R Salgado, AV Lyamin, SW Sloan, HS Yu Géotechnique 54 (5), 297-306, 2004 | 312 | 2004 |
| Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek–Brown criterion RS Merifield, AV Lyamin, SW Sloan International Journal of Rock Mechanics and Mining Sciences 43 (6), 920-937, 2006 | 296 | 2006 |
| Numerical limit analysis solutions for the bearing capacity factor Nγ M Hjiaj, AV Lyamin, SW Sloan International Journal of Solids and Structures 42 (5-6), 1681-1704, 2005 | 292 | 2005 |
| Quantitative risk assessment of landslide by limit analysis and random fields J Huang, AV Lyamin, DV Griffiths, K Krabbenhoft, SW Sloan Computers and Geotechnics 53, 60-67, 2013 | 290 | 2013 |
| Stability charts for rock slopes based on the Hoek–Brown failure criterion AJ Li, RS Merifield, AV Lyamin International Journal of Rock Mechanics and Mining Sciences 45 (5), 689-700, 2008 | 279 | 2008 |
| Three-dimensional lower bound solutions for stability of plate anchors in clay RS Merifield, AV Lyamin, SW Sloan, HS Yu Journal of geotechnical and geoenvironmental engineering 129 (3), 243-253, 2003 | 241 | 2003 |
| Bearing capacity of a sand layer on clay by finite element limit analysis JS Shiau, AV Lyamin, SW Sloan Canadian Geotechnical Journal 40 (5), 900-915, 2003 | 195 | 2003 |
| Two-and three-dimensional bearing capacity of footings in sand AV Lyamin, R Salgado, SW Sloan, M Prezzi Géotechnique 57 (8), 647-662, 2007 | 184 | 2007 |
| Stability of a circular tunnel in cohesive-frictional soil subjected to surcharge loading K Yamamoto, AV Lyamin, DW Wilson, SW Sloan, AJ Abbo Computers and Geotechnics 38 (4), 504-514, 2011 | 173 | 2011 |
| ANN-based model for predicting the bearing capacity of strip footing on multi-layered cohesive soil YL Kuo, MB Jaksa, AV Lyamin, WS Kaggwa Computers and Geotechnics 36 (3), 503-516, 2009 | 171 | 2009 |
| Three‐dimensional Mohr–Coulomb limit analysis using semidefinite programming K Krabbenhøft, AV Lyamin, SW Sloan Communications in Numerical Methods in Engineering 24 (11), 1107-1119, 2008 | 171 | 2008 |
| Seismic rock slope stability charts based on limit analysis methods AJ Li, AV Lyamin, RS Merifield Computers and Geotechnics 36 (1-2), 135-148, 2009 | 170 | 2009 |
| Optum computational engineering (OptumG2) K Krabbenhoft, A Lyamin, J Krabbenhoft Computer software, 2015 | 168 | 2015 |
| Simplified quantitative risk assessment of rainfall-induced landslides modelled by infinite slopes A Ali, J Huang, AV Lyamin, SW Sloan, DV Griffiths, MJ Cassidy, JH Li Engineering Geology 179, 102-116, 2014 | 167 | 2014 |
| An interior‐point algorithm for elastoplasticity K Krabbenhoft, AV Lyamin, SW Sloan, P Wriggers International Journal for Numerical Methods in Engineering 69 (3), 592-626, 2007 | 165 | 2007 |
| Lower bound limit analysis with adaptive remeshing AV Lyamin, SW Sloan, K Krabbenhøft, M Hjiaj International Journal for Numerical Methods in Engineering 63 (14), 1961-1974, 2005 | 163 | 2005 |
