Dr Ashraf Osman, BSc MPhil PhD
Telephone: +44 (0) 191 33 42425
Room number: E112 (Christopherson)
(email at email@example.com)
Dr Osman obtained an MPhil in 2002 and a PhD in 2005 from Cambridge University, both in geotechnical engineering. Dr Osman’s research focuses on developing analytical and numerical solutions for soil-structure interaction problems. His research has been funded by the RCUK, the Royal Society, the Royal Academy of Engineering and the British Council. He is currently leading the Newton Fund international consortium on Unsaturated Soils Mechanics for Engineering Practice (UnsatPractice).
Dr Osman is currently a member of the editorial board of the ICE proceedings- Geotechnical Engineering and he was a member of the Géotechnique Advisory Panel (Jan 2011-Jan 2014) and the Executive Committee of the UK Association of Computational Mechanics (2012-2014).
- Perfomance-based design methods
- Large-strain deformation analysis
- Urban data systems
- Osman, A.S. & Toll, D.G. (2015). Proceedings of the 24th European Young Geotechnical Engineering. Durham University.
- Toll, D.G., Zhu, H., Osman, A.S. , Coombs, W., Li, X. & Rouainia, M. (2014). Proceedings of the Second International Conference on Information Technology in Geo-Engineering. Advances in Soil Mechanics and Geotechnical Engineering. IOS Press.
- Osman, A. S., Coombs, W.M & Koziara, T. (2013). CM13: Proceedings of the International Conference on Computational Mechanics. Durham University.
- Leung, A., Anastasopoulos, I.X., Augarde, C.E., Barreto, D., Brennan, A.J., Brown, M.J.Z., Connolly, D., Coombs, W.M., Davies, T., Gao, Z., Ivanovic, A., Kenny, M., Knappett, J.A., Lombardi, D., McDougall, J., Medero, G., Muir Wood, D., El Mountassir, G., Osman, A.S., Pytharouli, S., Sentenac, P., Stewart, B., Switzer, C., Tarantino, A., Wheeler, S.J., Woodward, P.K. & Zielinski, M. (2015), An overview of research activities and achievement in Geotechnics from the Scottish Universities Geotechnics Network (SUGN), Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering. Edinburgh, Scotland, Edinburgh.
- Osman, A. S & Birchall, T. J. (2014), Modelling tertiary creep in geomaterials using a continuum damage mechanics approach, in Soga, Kenichi, Kumar, Krishna, Biscontin, Giovanna & Kuo, Matthew eds, International Symposium on Geomechanics from Micro and Macro. Cambridge, UK, CRC Press, London, 705-708.
- Birchall, T.J. & Osman, A. S. (2013), On the formulation of thermodynamically-consistent viscoplastic-damage constitutive models, in Osman, A.S., Coombs, W.M. & Koziara, T. eds, CM13: International Conference on Computational Mechanics. Durham, UK, Durham.
- Birchall, T. J. & Osman A. S (2012), Modelling creep in rocks using hyper-plasticity approach, Annual conference of the Association for Computational Mechanics in Engineering. Manchester, England, Manchester.
- Osman, A. S. & RouainiaM. (2011), Numerical simulation of an axially loaded rigid sphere subject to harmonic load, 96: Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computing.
- Osman, A. S. & Hussein, M. F. M. (2010), Dynamic response of a laterally-loaded infinite rigid cylinder embedded in a saturated poroelastic medium, in Tizani, W. eds, The International Society for Computing in Civil and Building Engineering (ISCCBE). Nottingham, England, University of Nottingham, Nottingham.
- Panayides, S., Rouainia, M. & Osman, A. S. (2010), Numerical investigation of the behaviour of suction caissons in structured clays, in Gourvenec, S. & White. D. eds, Second International Symposium on Frontiers in Offshore Geotechnics (ISFOG II). University of Western Australia (UWA), Perth, CRC Press, Boca Raton, 759-764.
- Birchall, T. J. & Osman, A. S. (2010), Three-dimensional finite element analysis of opening interaction in squeezing ground, Annual conference of the Association for Computational Mechanics in Engineering. Southampton, England, Southampton.
- Osman, A.S. (2008), Displacement of a circular surface foundation on non-linear soil, 16th Annual conference of the Association for Computational Mechanics in Engineering. Newcastle, England, Newcastle upon Tyne.
- Klar A. & Osman A. S. (2008), Predicting undrained displacement of piles under lateral loading, 2nd BGA International Conference on Foundations- ICOF. Dundee, Scotland, Dundee.
- Bolton, M.D., Lam, S.Y. & Osman, A. S. (2008), Supporting excavations in clay - from analysis to decision-making, Keynote Paper, Geotechnical Aspects of Underground Construction in Soft Ground: Proceedings of the 6th International Symposium (IS-Shanghai 2008). Shanghai, China, Shanghai.
- Osman, A. S. , Bolton, M.D. & Mair, R. J. (2007), Modelling ground displacements around tunnels in clay, 2: the XIV European Conference on Soil Mechanics and Geotechnical Engineering. Madrid, Spain, Madrid, 1001-1005.
- Osman, A. S. & Bolton, M. D. (2006), Modelling ground displacements around tunnels in clay, 4th International Conference on Soft Clay Engineering. Vancouver, Canada, Vancouver, British Columbia, 755-764.
Journal papers: academic
- Osman, A. S. (2016). Discussion of “Undrained Stability of Dual Circular Tunnels” by Daniel W. Wilson, Andrew J. Abbo, Scott W. Sloan, and Andrei V. Lyamin (in print). International Journal of Geomechanics
- Osman, A. S. & Randolph, M. F. (2015). On the calculation of cumulative strain around full-flow penetrometers in steady-state conditions. International Journal for Numerical and Analytical Methods in Geomechanics 39(4 ): 368-387
- Osman, AS & Rouainia, M (2014). A Semi-analytical solution for consolidation around a spherical cavity in an elasto-plastic medium and its potential application for tunneling. International Journal of Computational Methods 11(02): 1342010.
- Osman, A.S. & Randolph, M. F. (2012). An Analytical Solution for the Consolidation around a Laterally Loaded Pile. International Journal of Geomechanics 12(3): 199-208.
- Osman, A.S. & Rouainia, M. (2012). Dynamic response of an axially loaded rigid sphere embedded in a saturated poroelastic medium. Archive of Applied Mechanics 82(3): 407-421.
- Birchall, T. J. & Osman, A. S. (2012). Response of a tunnel deeply embedded in a viscoelastic medium. International Journal for Numerical and Analytical Methods in Geomechanics 36(15): 1717-1740.
- Osman, A. S. (2010). Comparison between coupled and uncoupled consolidation analysis of a rigid sphere in a porous elastic infinite space. Journal of Engineering Mechanics 136(8): 1059-1064.
- Osman, A.S & Randolph, M. F. (2010). Response of a solid infinite cylinder embedded in a poroelastic medium and subjected to a lateral load. International Journal of Solids and Structures 47(18-19): 2414-2424
- Osman, A. S. (2010). Stability of unlined twin tunnels in undrained clay. Tunnelling and Underground Space Technology 25(3): 290-296.
- Klar, A. & Osman, A. S. (2008). Continuous velocity fields for the T-bar problem. International Journal for Numerical and Analytical Methods in Geomechanics 32(8): 949-963.
- Klar, A. & Osman, A. S. (2008). Load-displacement solutions for piles and shallow foundations based on deformation fields and energy conservation. Geotechnique 58(7): 581-589.
- Klar, A, Osman, A. S. & Bolton, M. D. (2007). 2D and 3D upper bound solutions for tunnel excavation using 'elastic' flow fields. International Journal for Numerical and Analytical Methods in Geomechanics 31(12): 1367-1374.
- Osman, A. S & Bolton, M. D. (2007). Discussion: Design of braced excavations to limit ground movements. Authors' reply. Proceedings of Institution of Civil Engineers, Geotechnical Engineering 160(1): 55-56.
- Osman, A. S., White, D. J., Britto, A. & Bolton, M. D. (2007). Simple prediction of the undrained displacement of a circular surface foundation on non-linear soil. Geotechnique 57(9): 729-737.
- Osman, A. S & Bolton, M. D. (2006). Design of braced excavations to limit ground movements. Geotechnical Engineering, proceedings of Institution of Civil Engineering 159(GE3): 167-175.
- Osman, A. S. & Bolton, M. D. (2006). Disscussion on Simple plasticity-based prediction of the undrained settlement of shallow foundations on clay, Authors' reply. Geotechnique 55, No 6.,435-477. Geotechnique 56(5): 355-356.
- Osman, A. S. & Bolton, M. D. (2006). Ground movement predictions for braced excavations in undrained clay. Journal of Geotechnical and Geoenvironmental Engineering 132(4): 465-477.
- Osman, A. S., Mair, R. J. & Bolton, M. D. (2006). On the kinematics of 2D tunnel collapse in undrained clay. Géotechnique 56(9): 585-595.
- Osman, A. S., Bolton, M. D. & Mair, R.J. (2006). Predicting 2D ground movements around tunnels in undrained clay. Géotechnique 56(9): 597-604.
- Osman, A. S. & Bolton, M. D. (2005). Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay. Géotechnique 55(6): 435-447.
- Osman, A. S. & Bolton, M. D. (2004). A new design method for retaining walls in clay. Canadian Geotechnical Journal 41(3): 451-466.