Disposal cell model: finite-element mesh of host rock, sleeve and waste packages, and the resulting temperature field
CO2 plume in a reservoir section after 20 years of injection and after 1,000 years of migration
Nuclear waste disposal · CO₂ storage · Geo-energy

Geological storage

Host rocks, engineered barriers and reservoirs: demonstrating and optimising their coupled behaviour over very long time scales.

What we address

  • Thermo-hydro-mechanical characterisation of clay host rocks and caprocks
  • Bentonite buffers: hydration, vapour and liquid transport, thermal properties
  • Long-term performance and design optimisation: repository layout, spacing and barrier properties
  • CO₂ storage: optimised injection strategies, plume migration, capacity and containment

Examples of our work

  • Coupled TH/THM models of disposal scenarios over 10,000 years, with Monte Carlo ensembles
  • Triaxial testing campaign on a clay host rock, coordinated across five laboratories Publication
  • Plume migration checked against faults and legacy wells over 1,000 years Publication
3D finite-element model of a deep excavation: geometry and mesh, and computed vertical displacements
Excavation damaged zone around a tunnel computed with an anisotropic constitutive model
Deep excavations · Foundations · Tunnels & shafts · Underground infrastructure

Excavations, foundations & tunnels

Deep pits, foundations, tunnels and shafts, often next to infrastructure that must stay in service.

What we address

  • Deep excavations with anchored walls and soil nails, staged in 2D and 3D
  • Pile and raft foundations with non-linear soil–structure interaction
  • Tunnel and shaft convergence, damaged zone and lining interaction
  • Underpinning and works compatible with continuous operation

Examples of our work

  • 3D staged model of a deep excavation beside infrastructure in continuous operation
  • Dense pile foundation verified across the whole foundation system
  • HM excavation models with an anisotropic hardening–softening law implemented as a user subroutine
Four stages: natural groundwater flow, cut-off construction, salt dissolution and long-term settlement
Soluble & creeping ground · Field tests · Geological history

Complex ground & site characterisation

Soluble, creeping or unusually pressured ground: turning boreholes, field tests and geological history into reliable parameters.

What we address

  • Dissolution risk under changing groundwater flow
  • Creep of evaporites and soft rocks, settlement and heave
  • Hydro-mechanical interpretation of packer and hydraulic tests
  • In-situ pore pressures and their geological origin

Examples of our work

  • Density-dependent hydro-chemical flow model locating dissolution risk beneath a development
  • Creep tests on salt rock reproduced with a time-dependent constitutive law
  • 3D HM model of a packer test, including drilling-mud–formation interaction Publication
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