| On the kinematics of 2D tunnel collapse in undrained clay. AS Osman, RJ Mair, MD Bolton Géotechnique. 56 (9), 585-595, 2006 | 146 | 2006 |
| 2D and 3D upper bound solutions for tunnel excavation using ‘elastic’flow fields A Klar, AS Osman, M Bolton International journal for numerical and analytical methods in geomechanics …, 2007 | 133 | 2007 |
| Ground movement predictions for braced excavations in undrained clay AS Osman, MD Bolton Journal of geotechnical and geoenvironmental engineering 132 (4), 465-477, 2006 | 123 | 2006 |
| Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay AS Osman, MD Bolton Géotechnique 55 (6), 435-447, 2005 | 117 | 2005 |
| Stability of unlined twin tunnels in undrained clay AS Osman Tunnelling and Underground Space Technology 25 (3), 290-296, 2010 | 106 | 2010 |
| A new design method for retaining walls in clay AS Osman, MD Bolton Canadian geotechnical journal 41 (3), 451-466, 2004 | 104 | 2004 |
| Predicting 2D ground movements around tunnels in undrained clay AS Osman, MD Bolton, RJ Mair Geotechnique 56 (9), 597-604, 2006 | 60 | 2006 |
| Load–displacement solutions for piles and shallow foundations based on deformation fields and energy conservation A Klar, AS Osman Géotechnique 58 (7), 581-589, 2008 | 54 | 2008 |
| Social vulnerability assessment for landslide hazards in Malaysia: A systematic review study MI Nor Diana, N Muhamad, MR Taha, A Osman, M Alam Land 10 (3), 315, 2021 | 47 | 2021 |
| Response of a tunnel deeply embedded in a viscoelastic medium TJ Birchall, AS Osman International Journal for Numerical and Analytical Methods in Geomechanics …, 2012 | 39 | 2012 |
| Analytical solution for the consolidation around a laterally loaded pile AS Osman, MF Randolph International Journal of Geomechanics 12 (3), 199-208, 2012 | 37 | 2012 |
| Design of braced excavations to limit ground movements AS Osman, MD Bolton Proceedings of the ICE-Geotechnical Engineering 159 (3), 167-175, 2006 | 28 | 2006 |
| Continuous velocity fields for the T‐bar problem A Klar, AS Osman International journal for numerical and analytical methods in geomechanics …, 2008 | 24 | 2008 |
| Simple prediction of the undrained displacement of a circular surface foundation on non-linear soil AS Osman, DJ White, AM Britto, MD Bolton Géotechnique 57 (9), 729-737, 2007 | 24 | 2007 |
| The impact of changes in the water table and soil moisture on structural stability of buildings and foundation systems: systematic review CEE10-005 (SR90). DG Toll, Z Abedin, J Buma, Y Cui, AS Osman, KK Phoon Collaboration for Environmental Evidence, 2012 | 22 | 2012 |
| Supporting excavations in clay-From analysis to decision-making MD Bolton, SY Lam, AS Osman Geotechnical Aspects of Underground Construction in Soft Ground-Proceedings …, 2009 | 21 | 2009 |
| The mechanical properties of a high plasticity expansive clay TAV Gaspar, SW Jacobsz, G Heymann, DG Toll, A Gens, AS Osman Engineering Geology 303, 106647, 2022 | 15 | 2022 |
| A new approach to the estimation of undrained settlement of shallow foundations on soft clay A Osman, M Bolton Engineering Practice and Performance of Soft Deposits, 93-98, 2004 | 13 | 2004 |
| Response of a solid infinite cylinder embedded in a poroelastic medium and subjected to a lateral load AS Osman, MF Randolph International Journal of Solids and Structures 47 (18), 2414-2424, 2010 | 10 | 2010 |
| Comparison between coupled and uncoupled consolidation analysis of a rigid sphere in a porous elastic infinite space AS Osman Journal of engineering mechanics 136 (8), 1059-1064, 2010 | 10 | 2010 |
Kok-Kwang PhoonSingapore University of Technology and Design在 sutd.edu.sg 的电子邮件经过验证
Kok-Kwang PhoonSingapore University of Technology and Design在 sutd.edu.sg 的电子邮件经过验证