Determination of effective diffusion properties based on 3D FIB/SEM images of clays
Source abstract
Abstract
This article presents a numerical approach aiming to estimate the effective diffusion properties of clay using real 3D images obtained through Focused Ion Beam and Scanning Electron Microscopy (FIB/SEM). A description of the original FIB/SEM procedure, specifically developed for observing remoulded clays at the particle scale, is presented. Image processing allowed the reconstruction of a micro-volume extracted from a clay sample subjected to an oedometric loading with an effective vertical stress of 1000 kPa. Numerical calculations of effective diffusivity were performed on the real 3D images using periodic homogenization technique. The results revealed anisotropy in the diffusion phenomena of the studied clay: the effective diffusion coefficient is lower along the direction of the mechanical loading and higher in the plane normal to the stress axis. These findings are consistent with quantitative pore orientation results obtained through image processing, where it was shown that, after mechanical loading, the pores tend to orient towards the plane normal to the axis of the effective vertical stress. These results demonstrate that incorporating the real geometry of clay microstructure into diffusion property calculations allows for a better consideration of the complexity of the clay fabric in relation to mechanical loading.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Soil and Unsaturated Flow · Geotechnical Engineering and Soil Mechanics · NMR spectroscopy and applications
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (33)
Show source-provided references
1. Role of interlayer porosity and particle organization in the diffusion of water in swelling clays10.1016/j.clay.2021.106089 ↗
2. Contribution to the modelling of coupled heat and mass transfers on 3d real structure of heterogeneous building materials: application to hemp concrete10.1007/s11242-020-01426-9 ↗
3. Combined tracer through-diffusion of hto and 22na through na-montmorillonite with different bulk dry densities10.1016/j.apgeochem.2018.04.008 ↗
4. Modeling the chlorides transport in cementitious materials by periodic homogenization10.1007/s11242-012-0013-1 ↗
5. Chloride transfer in cement-based materials. Part 1. Theoretical basis and modelling10.1002/nag.2102 ↗
6. Chloride transfer in cement-based materials. Part 2. Experimental study and numerical simulations10.1002/nag.2110 ↗
7. Multi-scale periodic homogenization of ionic transfer in cementitious materials10.1007/s00231-015-1667-3 ↗
8. Multi-scale periodic homogenization of ionic transfer in cementitious materials10.1007/s00231-015-1667-3 ↗
9. Limits of classical homogenization procedure for coupled diffusion-heterogeneous reaction processes in porous media10.1007/s11242-021-01683-2 ↗
10. Experimental and numerical study of the drying process of a consolidated clay soil
11. Comprehensive microstructural characterizations of 1-d consolidated kaolinite samples with fabric tensors and pore elongation factors10.1016/j.enggeo.2018.10.016 ↗
12. Microstructural changes in clays generated by compression explored by means of sem and image processing10.1016/j.proeng.2016.08.405 ↗
13. Influence of preferred orientation of clay particles on the diffusion of water in kaolinite porous media at constant porosity10.1016/j.clay.2019.105354 ↗
14. Influence de la lyophilisation sur la structure d’une argile sensible du québec10.1180/claymin.1984.019.2.03 ↗
15. Three-dimensional pore network of kaolin using fib-sem imaging10.1080/02726351.2023.2292271 ↗
16. Anisotropy in particle orientation controls water diffusion in clay materials10.1016/j.clay.2023.107117 ↗
17. Microstructural organization of remoulded clays in relation with dilatancy/contractancy phenomena10.1007/s11440-019-00876-w ↗
18. Pore morphology, porosity, and pore size distribution in kaolinitic remolded clays under triaxial loading10.1061/(ASCE)GM.1943-5622.0001682 ↗
19. Large-scale laboratory diffusion experiments in clay rocks10.1016/j.pce.2006.04.004 ↗
20. Hammad · 2010
21. Kaolin/montmorillonite mixtures behaviour on oedometric path and microstructural variations10.1080/19648189.2013.822428 ↗
22. Critical state notion and microstructural considerations in clays10.1016/j.crme.2011.07.007 ↗
23. Interaggregate forces and energy potential effect on clay deformation10.1061/(ASCE)EM.1943-7889.0000898 ↗
24. Experimental study of kaolin particle orientation mechanism10.1680/geot.2010.60.5.323 ↗
25. Internal friction angle variation in a kaolin/montmorillonite clay mix and microstructural identification10.1680/geot.13.P.081 ↗
26. Microstructural analysis of inherent and induced anisotropy in clay10.1002/1099-1484(200007)5:5<341::AID-CFM99>3.0.CO;2-C ↗
27. A two-scale model for coupled electro-chemo-mechanical phenomena and Onsager’s reciprocity relations in expansive clays: I homogenization analysis
28. An experimental investigation into the micromechanics of non-active clays10.1680/jgeot.16.P.245 ↗
29. Effect of confining pressure on the diffusion of hto, 36cl- and 125i- in a layered argillaceous rock (opalinus clay): diffusion perpendicular to the fabric10.1016/S0883-2927(03)00047-7 ↗
30. Anisotropic diffusion in layered argillaceous rocks: a case study with opalinus clay10.1021/es049937g ↗
31. Experimental techniques for the study of the cracking mechanisms in drying clays10.1520/GTJ20190430 ↗
32. Dilative behavior of kaolinite under drained creep condition10.1007/s11440-018-0686-x ↗
33. Microstructural evolution of remolded clay related to creep10.1016/j.trgeo.2020.100367 ↗