X-Ray microtomography of mercury intruded compacted clay: An insight into the geometry of macropores
Source abstract
Abstract
Soil properties, such as wetting collapse behavior and permeability, are strongly correlated to the soil microstructure. To date, several techniques including mercury intrusion porosimetry (MIP), can be used to characterize the microstructure of soil, but all techniques have their own limitations. In this study, the features of mercury that penetrated and has been entrapped in the pore network of the specimens through MIP testing were investigated by X-Ray microtomography (X-$μ$CT), in order to give an insight into the geometry of macropores and possible ink-bottle geometry. Two conditions of water content and density were selected for the compacted Maryland clay. The distribution and geometry features of mercury entrapped in the microstructure after MIP were characterized and pore size distributions were also reconstructed. The results suggest that, for the two conditions studied in this paper, macropores were evenly distributed within the specimens, and most of them with a non-spherical shape, and with aspect ratio (ratio between the maximum and minimum thickness along a given segment) smaller than three. Different dominant entrance pore size of macropore was obtained from MIP and X-$μ$CT, due to the specific experimental protocol used in tests and the effect of ink-bottle geometry. Only the large pore bodies with high aspect ratio were imaged in X-$μ$CT, due to the extrusion of mercury during the process of depressurization and subsequent sample preparation for X- $μ$CT. But entire pore space was accessible in MIP. The difference in dominant entrance pore size was more significant for specimens with lower void ratio due to a more pronounced aspect ratio.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Soil and Unsaturated Flow · Hydrocarbon exploration and reservoir analysis · Groundwater flow and contamination studies
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (59)
Show source-provided references
1. Qualité des sols. Méthodes chimiques. Détermination de la ca- pacité d’échange cationique (CEC) et des cations extractives
2. Pore size and strength of compacted clay10.1061/AJGEB6.0000035 ↗
3. Local pore size correlations determine flow distributions in porous media10.1103/PhysRevLett.119.144501 ↗
4. Defining a novel pore-body to pore-throat “Morphological Aspect Ratio” that scales with residual non-wetting phase capillary trapping in porous media10.1016/j.advwatres.2018.10.009 ↗
5. A combined SEM-Calorimetric approach for assessing hydration and porosity development in GGBS concrete10.1016/j.cemconcomp.2016.02.001 ↗
6. Avizo · 2018
7. Full 3D investigation and characterisation of capillary collapse of a loose unsaturated sand using X-ray CT10.1007/s10035-013-0452-6 ↗
8. Mechanism of adsorption and desorption of water vapor by homoionic montmorillonite: 3. The Mg (super 2+), Ca (super 2+), and Ba (super 3+) exchanged forms10.1346/CCMN.1997.0450102 ↗
9. Characterization of shear and compaction bands in a porous sandstone deformed under triaxial compression10.1016/j.tecto.2010.09.032 ↗
10. High-resolution X-ray computed tomography in geosciences: a review of the current technology and applications10.1016/j.earscirev.2013.04.003 ↗
11. The form and Function of Microfabric Features in a Variety of Natural Soils10.1680/geot.1974.24.2.223 ↗
12. A microstructure approach to the sensitivity and compressibility of some eastern Canada sensitive clays10.1680/geot.2010.60.5.353 ↗
13. Study of the structure of a sensitive Champlain clay and of its evolution during consolidation10.1139/t84-003 ↗
14. Use of the cryoscan apparatus for observation of freeze-fractured planes of a sensitive Quebec clay in scanning electron microscopy10.1139/t82-011 ↗
15. Microstructure of a compacted silt10.1139/t96-030 ↗
16. Ageing effects in a compacted bentonite: a microstructure approach10.1680/geot.2006.56.5.291 ↗
17. New algorithms in 3D image analysis and their application to the measurement of a spatialized pore size distribution in soils10.1016/S1464-1895(99)00093-9 ↗
18. Pore size distributions in clays10.1346/CCMN.1970.0180103 ↗
19. The development of a residual soil profile from a mudstone in a temperate climate10.1016/j.enggeo.2004.02.001 ↗
20. Expansive soil test site near Newcastle10.1061/(ASCE)1090-0241(2004)130:7(686) ↗
21. Non-invasive characterization of particle morphology of natural sands10.1016/j.sandf.2012.07.011 ↗
22. Pore distribution and permeability of silty clays10.1061/AJGEB6.0000833 ↗
23. Improving watershed-based pore-network extraction method using maximum inscribed ball pore-body positioning10.1016/j.advwatres.2020.103576 ↗
24. Mercury porosimetry: a general (practical) overview10.1002/ppsc.200601009 ↗
25. Methods of sample preparation for microstructurel analysis of soil
26. Segmentation of X-ray computed tomography images of porous materials: a crucial step for characterization and quantitative analysis of pore structures10.1029/2009WR008087 ↗
27. Mercury intrusion and permeability of Louiseville clay10.1139/t90-090 ↗
28. An experimental investigation on methane hydrate morphologies and pore habits in sandy sediment using synchrotron X-ray computed tomography10.1016/j.marpetgeo.2020.104646 ↗
29. Multi-scale characterization of the retention and shrinkage behaviour of four Australian clayey soils10.1139/cgj-2015-0145 ↗
30. Effect of high temperature on mineralogy, microstructure, shear stiffness and tensile strength of two Australian Mudstones10.1007/s00603-016-1024-y ↗
31. Swelling pressure development and inter-aggregate porosity evolution upon hydration of a compacted swelling clay10.1016/j.clay.2016.01.002 ↗
32. Evolution of microstructure in compacted London Clay during wetting and loading10.1680/geot.8.P.125 ↗
33. Ink-bottle effect in mercury intrusion porosimetry of cement-based materials10.1006/jcis.2001.7962 ↗
34. Effect of microstructure on shear strength and dilatancy of unsaturated loess at high suctions10.1139/cgj-2018-0592 ↗
35. Relationship between soil structure and water retention properties in a residual compacted soil10.1016/j.enggeo.2016.02.016 ↗
36. A threshold selection method from gray-level histograms10.1109/TSMC.1979.4310076 ↗
37. Experimental confirmation of different mechanisms of evaporation from ink-bottle type pores: Equilibrium, pore blocking, and cavitation10.1021/la026140z ↗
38. A microstructural insight into compacted clayey soils and their hydraulic properties10.1016/j.enggeo.2013.05.024 ↗
39. Microstructure investigation in unsaturated soils: a review with special attention to contribution of mercury intrusion porosimetry and environmental scanning electron microscopy10.1007/s10706-008-9204-5 ↗
40. An insight into the water retention properties of compacted clayey soils10.1680/geot.2011.61.4.313 ↗
41. Microstructure and anisotropic swelling behaviour of compacted bentonite/sand mixture10.1016/j.jrmge.2014.01.006 ↗
42. Image processing of multiphase images obtained via X-ray microtomography: a review10.1002/2014WR015256 ↗
43. Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cycles10.1680/geot.14.P.017 ↗
44. Pore space morphology analysis using maximal inscribed spheres10.1016/j.physa.2006.04.048 ↗
45. Silverman · 1986
46. Microstructural pore changes and energy dissipation in Gosford sandstone during pre-failure loading using X-ray CT10.1016/j.ijrmms.2012.07.021 ↗
47. Capillary trapping in sandstones and carbonates: dependence on pore structure10.1029/2011WR011712 ↗
48. The preparation of soils and other geological materials for the scanning electron microscope
49. Mercury porosimetry and the interpretation of pore geometry in sedimentary rocks and artificial models10.1016/0032-5910(81)85011-5 ↗
50. Pore segmentation of cement-based materials from backscattered electron images10.1016/j.cemconres.2005.10.006 ↗
51. Multi-scale characterization of swelling behaviour of compacted Maryland clay10.1007/s11440-016-0457-5 ↗
52. Swelling behaviour of compacted Maryland clay under different boundary conditions10.1680/jgeot.17.P.140 ↗
53. Effects of soil structure on the permeability of saturated Maryland clay10.1680/jgeot.17.P.120 ↗
54. Discussion on the separation of macropores and micropores in a compacted expansive clay10.1680/jgele.20.00056 ↗
55. A microstructural perspective on soil collapse10.1680/jgeot.18.P.256 ↗
56. Technical aspects on mercury intrusion porosimetry for clays10.1680/jenge.16.00039 ↗
57. Tracing mercury entrapment in porous cement paste after mercury intrusion test by X-ray computed tomography and implications for pore structure characterization10.1016/j.matchar.2019.02.014 ↗
58. Reassessment of mercury intrusion porosimetry for characterizing the pore structure of cement-based porous materials by monitoring the mercury entrapments with X-ray computed tomography10.1016/j.cemconcomp.2020.103726 ↗
59. Shrinkage of Soil Specimens during Preparation for Porosimetry Tests