GCG Professor of Geotechnical Engineering
After graduation from Kings College, London, Professor Potts undertook research at Cambridge University into the collapse of shallow tunnels which involved extensive experimental and analytical studies. From Cambridge he went to the Shell Research Laboratories, Rijswijk, Holland where he worked on experimental and theoretical problems involved in the cyclic loading of clay, on the development of numerical methods for analysing the foundation behaviour of marine gravity structures, on the stresses in oil well casings, and on the stability of offshore pipelines.
Since 1979 Professor Potts has been a member of the academic staff at Imperial College, responsible for teaching the use of analytical methods in geomechanics and the design of slopes, foundations and earth retaining structures, both at undergraduate and postgraduate levels. He currently holds the position of Head of Geotechnics. Professor Potts has worked extensively on the development of computer methods of analysis and, more particularly, on the application of elasto-plastic finite element programs to the design of real geotechnical structures.
Professor Potts has been author and co-author of more than 280 technical publications.
Areas of Expertise:
Geotechnical numerical analysis, constitutive modelling, soil-structure interaction.
et al., 2021, Discussion of pore water pressure and total horizontal stress response to EPBM tunnelling in London Clay, Geotechnique: International Journal of Soil Mechanics, Vol:71, ISSN:0016-8505, Pages:368-372
et al., 2021, Thermo-hydro-mechanical interactions in porous media: implications on thermo-active retaining walls, Computers and Geotechnics, ISSN:0266-352X
Carter JP, Gens A, Potts DM, 2020, Scott William Sloan OBITUARY, Geotechnique: International Journal of Soil Mechanics, Vol:70, ISSN:0016-8505, Pages:1174-1175
et al., 2020, Resonance as the source of high vertical accelerations: field demonstration and impact on offshore wind turbines, 4th International Symposium on Frontiers in Offshore Geotechnics
et al., 2020, Maximum depth of liquefaction based on fully-coupled time domain site response analysis, 4th International Symposium on Frontiers in Offshore Geotechnics