6533b82dfe1ef96bd1291da3

RESEARCH PRODUCT

Hydro-mechanical modelling of MX-80 bentonite: one dimensional study

Tero HarjupatanaMika LaitinenJoni LämsäMarkku KatajaAyman AbedWojciech Tomasz Sołowski

subject

ta212lcsh:GE1-350Water transportMaterials scienceLiquid water0211 other engineering and technologies02 engineering and technology010501 environmental sciences01 natural sciencesInfiltration (hydrology)Pore water pressurePhysical phenomenaSoil waterBentoniteGeotechnical engineering021108 energyWater vaporlcsh:Environmental sciences0105 earth and related environmental sciences

description

As a first step towards modelling the coupled Thermo-Hydro-Mechanical-Chemical (THMC) behaviour of bentonite, the Barcelona Basic Model (BBM) has been implemented into Numerrin finite element code. This model has been fully coupled with the single phase flow equation for unsaturated soils which models liquid water transport. Suction obtained from solving the flow equation is used as an input for the BBM model and the volumetric deformations from the mechanical analysis are used to update the pore water pressure field. As an alternative, BBM is used alongside the Kröhn’s model which assumes that bentonite re-saturation is mainly driven by water vapour diffusion. The paper simulates one dimensional infiltration test on MX-80 bentonite with both implemented models for water transport and compares the results with those from a laboratory experiments based on X-ray tomography.The numerical results of the simulations are similar despite taking into account different physical phenomena. Peer reviewed

10.1051/e3sconf/20160918005https://aaltodoc.aalto.fi/handle/123456789/23506