Gas migration in a Cenozoic clay: experimental results and numerical modelling

Gas migration through a potential host clay formation for the geological disposal of radioactive waste in Belgium is experimentally investigated in the laboratory, and numerical modelling is performed to help in the interpretation of the results. Selected air injection tests under oedometer conditio...

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Bibliographic Details
Authors: González Blanco, Laura|||0000-0003-3800-3007, Romero Morales, Enrique Edgar|||0000-0002-4105-8941, Jommi, Cristina, Li, Xiang Ling, Sillen, X.
Format: article
Publication Date:2016
Country:España
Institution:Universitat Politècnica de Catalunya (UPC)
Repository:UPCommons. Portal del coneixement obert de la UPC
Language:English
OAI Identifier:oai:upcommons.upc.edu:2117/89452
Online Access:https://hdl.handle.net/2117/89452
https://dx.doi.org/10.1016/j.gete.2016.04.002
Access Level:Open access
Keyword:Gases--Migration
Gas generation and transport
Deep clay
Coupled hydro-mechanical response
Microstructure analysis
Opening of discontinuities
Preferential air flow
Gasos -- Transport
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
Description
Summary:Gas migration through a potential host clay formation for the geological disposal of radioactive waste in Belgium is experimentally investigated in the laboratory, and numerical modelling is performed to help in the interpretation of the results. Selected air injection tests under oedometer conditions on initially saturated Boom Clay samples with oriented bedding planes are presented in the paper. Priority in the experimental programme was given to the study of the deformation response along the injection and dissipation stages, as well as to the analysis of the pore network changes, which detect the opening of fissures that can act as preferential air pathways. The experimental results were simulated using a fully coupled hydro-mechanical finite element code, which incorporates an embedded fracture permeability model to account for the simulation of the gas flow along preferential pathways. Clay intrinsic permeability and its retention curve were assumed to be dependent on strains through fracture aperture changes. The numerical results could reproduce upstream/downstream pressures, outflow volume and soil volume change accurately. The experimental results, combined with the numerical simulation, provide good insight into the role of the volumetric response and of the bedding planes on the air transport properties of Boom Clay samples, confirming that fracture aperture occurs during gas injection, which eventually dominates further injection and pressure release stages.