Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
Universitat Politècnica de Catalunya. GGMM - Grup de Geotècnia i Mecànica de Materials
2024-02
An investigation of clay microstructure and its evolution under 1D and isotropic compression is presented for different clays. Data from the literature are compared to original results on two Italian clays, obtained using SEM, image processing, MIP 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. NC clays at early virgin compression, either natural or reconstituted, are found to possess an open fabric of random-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 micro-pore is progressively reduced. Accordingly, perfectly oriented stacks of domains are recognised which, though, 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.
Peer Reviewed
Postprint (author's final draft)
Article
English
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls; Clay soils -- Testing; Clays; Fabric/structure of soils; Electron microscopy; Porosimetry; Laboratory tests; Sòls argilosos -- Proves
https://www.icevirtuallibrary.com/doi/10.1680/jgeot.21.00233
Open Access
E-prints [72986]