The pore size, shape and orientation of an illite-dominant clay were mapped during one-dimensional compression, using mercury intrusion porosimetry (MIP), scanning electron microscopy and gas adsorption. The total porosity was found to spread over the three International Union of Pure and Applied Chemistry classes of pores sizes: micropores (below 2 nm), mesopores (2–50 nm) and macropores (above 50 nm), and all three pore classes were observed during the compression. The clay structure is aggregated, with visible inter-aggregate pores (about 80% of the total porosity), and the remaining intra-aggregate pores of size approximately equal to the thickness of illite platelets (50–100 layers). During compression the largest pores first collapsed, followed by a progressive collapse, in an orderly manner, of smaller and smaller pores. MIP data suggest that the macroscopic deformation mainly translates at the pore scale into changes of inter-aggregate porosity, while intra-aggregate pores spread over the micro- to mesopore size range. Gas adsorption tests show that the volume of intra-aggregate pores decreases with loading, probably due to rearrangement of particles composing the aggregates, while the specific surface area reduces. Examination of the pores’ orientation on both vertical and horizontal planes confirms a preferential orientation of pores normal to the loading direction, with a gradual flattening of the pores.
Article navigation
1 October 2023
Research Article|
February 28 2022
Pore changes in an illitic clay during one-dimensional compression
Yanhao Zheng;
Yanhao Zheng
*Department of Civil, Environmental and Geomatic Engineering, University College London, London, UK.
Search for other works by this author on:
Béatrice A. Baudet
;
Béatrice A. Baudet
†Department of Civil, Environmental and Geomatic Engineering, University College London, London, UK.
Search for other works by this author on:
Pierre Delage;
Pierre Delage
‡Ecole des Ponts ParisTech, Marne-la-Vallée, France.
Search for other works by this author on:
Jean-Michel Pereira;
Jean-Michel Pereira
‡Ecole des Ponts ParisTech, Marne-la-Vallée, France.
Search for other works by this author on:
Peter Sammonds
Peter Sammonds
§Department of Earth Sciences, University College London, London, UK.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
November 16 2020
Accepted:
January 20 2022
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2022 Emerald Publishing Limited: All rights reserved
2022
Geotechnique (2023) 73 (10): 917–932.
Article history
Received:
November 16 2020
Accepted:
January 20 2022
Citation
Zheng Y, Baudet BA, Delage P, Pereira J, Sammonds P (2023), "Pore changes in an illitic clay during one-dimensional compression". Geotechnique, Vol. 73 No. 10 pp. 917–932, doi: https://doi.org/10.1680/jgeot.21.00206
Download citation file:
New and popular articles
Suggested Reading
A microstructure approach to the sensitivity and compressibility of some Eastern Canada sensitive clays
Geotechnique (May,2010)
Reconstitution: what makes an appropriate reference material?
Geotechnique (August,2000)
Crystalline calcite in till: engineering implications
Geotechnique (September,1989)
Characterisation of the multi-scale fabric features of high plasticity clays
Geotechnique Letters (November,2019)
Behaviour of a sensitive marine sediment: microstructural investigation
Geotechnique (January,2013)
Related Chapters
An experimental investigation into the mechanical behaviour of a structured stiff clay
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
TECHNICAL NOTE: Manufacture of samples of overconsolidated clay by laboratory sedimentation
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
The general and congruent effects of structure in natural soils and weak rocks
Selected papers on geotechnical engineering by P R Vaughan
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
