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.
Avgerinos V, Potts DM, Standing JR, Numerical investigation of the effects of tunnelling on existing tunnels, Géotechnique, ISSN:0016-8505
Summersgill F, Kontoe S, Potts DM, Stabilisation of excavated slopes in strain softening materials with piles, Géotechnique, ISSN:0016-8505
et al., 2017, Ultimate capacity of a segmental grey cast iron tunnel lining ring subjected to large deformations, Tunnelling and Underground Space Technology, Vol:64, ISSN:0886-7798, Pages:74-84
Avgerinos V, Potts DM, Standing JR, 2017, Numerical investigation of the effects of tunnelling on existing tunnels, Geotechnique, Vol:67, ISSN:0016-8505, Pages:808-822
et al., 2017, An alternative coupled thermo-hydro-mechanical finite element formulation for fully saturated soils, Computers and Geotechnics, ISSN:0266-352X