An investigation of clay microstructure and its evolution under one-dimensional (1D) and isotropic compression is presented for different clays. Data from the literature are compared to original results on two Italian clays, obtained using scanning electron microscopy, image processing, mercury intrusion porosimetry and on-purpose swelling tests. The effects of composition and loading history on clay microstructure, as well as its changes along the compression path (pre- and post-gross yielding) are analysed and a conceptual model of microstructure evolution is proposed for the clays under study. Normally consolidated clays at early virgin compression, either natural or reconstituted, are found to possess an open fabric of random to low orientation, complying with a prevailing inter-aggregate and a smaller intra-aggregate porosity, whose size and distribution depend on composition. Under 1D compression, either in the field or in the laboratory, the inter-aggregate porosity is lost, at a rate dependent on composition and loading history, and the dominant intra-aggregate micropore is progressively reduced. Accordingly, perfectly oriented stacks of domains are recognised which, however, embed preserved random particle arrangements even at large pressures, resulting in an increase of average orientation up to the reach of a steady orientation degree. Isotropic compression causes faster microstructure evolution, although large pressures are required to change 1D-induced fabric orientation.
Article navigation
February 2024
Research Article|
June 20 2022
Analysis of the micro to macro response of clays to compression
Simona Guglielmi
;
Simona Guglielmi
**Formerly Department of Civil, Environmental, Land, Building Engineering and Chemistry, Politecnico di Bari, Bari, Italy; now Scuola Superiore Meridionale, Università di Napoli Federico II, Naples, Italy.
Search for other works by this author on:
Federica Cotecchia
;
Federica Cotecchia
††Department of Civil, Environmental, Land, Building Engineering and Chemistry, Politecnico di Bari, Bari, Italy.
Search for other works by this author on:
Francesco Cafaro
;
Francesco Cafaro
‡‡Department of Civil, Environmental, Land, Building Engineering and Chemistry, Politecnico di Bari, Bari, Italy.
Search for other works by this author on:
Antonio Gens
Antonio Gens
§Departamento de Ingeniería Civil y Ambiental, Universitat Politécnica de Catalunya, Barcelona, Spain.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
August 05 2021
Accepted:
March 16 2022
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2022 Emerald Publishing Limited
2022
Geotechnique (2024) 74 (2): 134–154.
Article history
Received:
August 05 2021
Accepted:
March 16 2022
Citation
Guglielmi S, Cotecchia F, Cafaro F, Gens A (2024), "Analysis of the micro to macro response of clays to compression". Geotechnique, Vol. 74 No. 2 pp. 134–154, doi: https://doi.org/10.1680/jgeot.21.00233
Download citation file:
Suggested Reading
Hysteresis of soil water retention and shrinkage behaviour for various salt concentrations
Geotechnique Letters (November,2020)
Influence of structure on the time-dependent behaviour of a stiff sedimentary clay
Geotechnique (February,2007)
Behaviour of a sensitive marine sediment: microstructural investigation
Geotechnique (January,2013)
An experimental investigation into the mechanical behaviour of a structured stiff clay
Geotechnique (March,2007)
An investigation of alterations in Zhanjiang clay properties due to atmospheric oxidation
Geotechnique (October,2014)
Related Chapters
Influence of structure on the time-dependent behaviour of a stiff sedimentary clay
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
An experimental investigation into the mechanical behaviour of a structured stiff clay
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
Double-structure effects on the chemo-hydro-mechanical behaviour of a compacted active clay
Bio- and Chemo-Mechanical Processes in Geotechnical Engineering: Géotechnique Symposium in Print 2013
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.
