On the kinematics of 2D tunnel collapse in undrained clay. AS Osman, RJ Mair, MD Bolton Géotechnique. 56 (9), 585-595, 2006 | 151 | 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 | 134 | 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 | 130 | 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 | 123 | 2005 |
A new design method for retaining walls in clay AS Osman, MD Bolton Canadian geotechnical journal 41 (3), 451-466, 2004 | 111 | 2004 |
Stability of unlined twin tunnels in undrained clay AS Osman Tunnelling and Underground Space Technology 25 (3), 290-296, 2010 | 109 | 2010 |
Predicting 2D ground movements around tunnels in undrained clay AS Osman, MD Bolton, RJ Mair Geotechnique 56 (9), 597-604, 2006 | 64 | 2006 |
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 | 62 | 2021 |
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 | 57 | 2008 |
Response of a tunnel deeply embedded in a viscoelastic medium TJ Birchall, AS Osman International Journal for Numerical and Analytical Methods in Geomechanics …, 2012 | 40 | 2012 |
Analytical solution for the consolidation around a laterally loaded pile AS Osman, MF Randolph International Journal of Geomechanics 12 (3), 199-208, 2012 | 38 | 2012 |
Landslide susceptibility model using artificial neural network (ANN) approach in Langat river basin, Selangor, Malaysia SN Selamat, NA Majid, MR Taha, A Osman Land 11 (6), 833, 2022 | 33 | 2022 |
Design of braced excavations to limit ground movements AS Osman, MD Bolton Proceedings of the ICE-Geotechnical Engineering 159 (3), 167-175, 2006 | 30 | 2006 |
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 | 25 | 2012 |
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 | 25 | 2007 |
Continuous velocity fields for the T‐bar problem A Klar, AS Osman International journal for numerical and analytical methods in geomechanics …, 2008 | 24 | 2008 |
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 | 23 | 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 | 19 | 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 | 11 | 2010 |