| Stability of plate anchors in undrained clay RS Merifield, SW Sloan, HS Yu Géotechnique 51 (2), 141-153, 2001 | 359 | 2001 |
| The ultimate pullout capacity of anchors in frictional soils RS Merifield, SW Sloan Canadian geotechnical journal 43 (8), 852-868, 2006 | 340 | 2006 |
| 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 | 286 | 2006 |
| 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 | 267 | 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 | 231 | 2003 |
| Rigorous plasticity solutions for the bearing capacity of two-layered clays RS Merifield, SW Sloan, HS Yu Geotechnique 49 (4), 471-490, 1999 | 228 | 1999 |
| Vertical stress changes in multi-seam mining under supercritical longwall panels AM Suchowerska, RS Merifield, JP Carter International Journal of Rock Mechanics and Mining Sciences 61, 306-320, 2013 | 197 | 2013 |
| The ultimate undrained resistance of partially embedded pipelines R Merifield, DJ White, MF Randolph Géotechnique 58 (6), 461-470, 2008 | 191 | 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 | 163 | 2009 |
| Ultimate uplift capacity of multiplate helical type anchors in clay RS Merifield Journal of geotechnical and geoenvironmental engineering 137 (7), 704-716, 2011 | 158 | 2011 |
| Effect of surface heave on response of partially embedded pipelines on clay RS Merifield, DJ White, MF Randolph Journal of Geotechnical and Geoenvironmental Engineering 135 (6), 819-829, 2009 | 155 | 2009 |
| Undrained stability of footings on slopes JS Shiau, RS Merifield, AV Lyamin, SW Sloan International Journal of Geomechanics 11 (5), 381-390, 2011 | 144 | 2011 |
| Three-dimensional lower-bound solutions for the stability of plate anchors in sand RS Merifield, AV Lyamin, SW Sloan Géotechnique 56 (2), 123-132, 2006 | 139 | 2006 |
| Effect of rock mass disturbance on the stability of rock slopes using the Hoek–Brown failure criterion AJ Li, RS Merifield, AV Lyamin Computers and Geotechnics 38 (4), 546-558, 2011 | 121 | 2011 |
| Three-dimensional stability charts for slopes based on limit analysis methods AJ Li, RS Merifield, AV Lyamin Canadian Geotechnical Journal 47 (12), 1316-1334, 2010 | 115 | 2010 |
| Prediction of underground cavity roof collapse using the Hoek–Brown failure criterion AM Suchowerska, RS Merifield, JP Carter, J Clausen Computers and Geotechnics 44, 93-103, 2012 | 110 | 2012 |
| Stability of inclined strip anchors in purely cohesive soil RS Merifield, AV Lyamin, SW Sloan Journal of Geotechnical and Geoenvironmental Engineering 131 (6), 792-799, 2005 | 109 | 2005 |
| Uplift behaviour of helical anchors in clay D Wang, RS Merifield, C Gaudin Canadian Geotechnical Journal 50 (6), 575-584, 2013 | 105 | 2013 |
| Limit analysis solutions for three dimensional undrained slopes AJ Li, RS Merifield, AV Lyamin Computers and Geotechnics 36 (8), 1330-1351, 2009 | 98 | 2009 |
| Two-and three-dimensional bearing-capacity solutions for footings on two-layered clays RS Merifield, VQ Nguyen Geomechanics and Geoengineering: An International Journal 1 (2), 151-162, 2006 | 94 | 2006 |
Andrei LyaminProfessor of Civil Engineering, The University of Newcastle, AustraliaVerified email at newcastle.edu.au
