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Geotechnical Engineering Group
Department of Civil & Structural Engineering
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Projects
An EPSRC collaboration between Imperial College London and the University of Sheffield - SEEPAGE INDUCED GEOTECHNICAL INSTABILITY
Area(s):
Physical Modelling
An investigation on the collisional behaviour of granular flows
Area(s):
Physical Modelling
,
Constitutive Modelling
Behaviour of clayey soils overlying cavities
Area(s):
Physical Modelling
Characterisation of Blast Loading
Area(s):
Blast and Impact Modelling
,
Geomaterials
Foundations for Offshore Renewable Energy Devices
Area(s):
Physical Modelling
Geotechnical Design Optimization for minimum energy/carbon
Area(s):
Limit State Design and Analysis
,
Computational Limit Analysis
,
Constitutive Modelling
High speed granular debris flows: new paradigms and interactions in geomechanics
Area(s):
Physical Modelling
Influence of non-associativity on limit analysis solutions
Area(s):
Limit State Design and Analysis
,
Computational Limit Analysis
Interaction behaviour of soil and geosynthetic reinforcement
Area(s):
Physical Modelling
,
Computational Limit Analysis
Internal Instability in Embankment Dams Under Complex Stress States
Area(s):
Physical Modelling
,
Geomaterials
MASONRY ARCH BRIDGE RESEARCH
Area(s):
Masonry Arch Behaviour
Resilience of infrastructure in a changing climate
Area(s):
Physical Modelling
Strain-rate sensitivity in sands
Area(s):
Blast and Impact Modelling
,
Geomaterials
,
Physical Modelling
The effect of cyclic temperature variation on pile foundations used as heat exchangers
Area(s):
Physical Modelling
The role of soil-pipe interaction on the performance of buried utility pipes
Area(s):
Physical Modelling
Ultimate and permissible limit state behaviour of soil-filled masonry arch bridges
Area(s):
Masonry Arch Behaviour
,
Physical Modelling
,
Computational Limit Analysis
Completed projects
Expansion of pyritic mudrock beneath domestic floor slabs
Physical and numerical investigations into factors influencing the observed recent stress history effects in London clay
Limit Analysis of Unsaturated Soil Problems using Discontinuity Layout Optimization
The effects of soil plasticity on slope failure
