Analysis of the micro to macro response of clays to compression
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 compo...
| Autores: | , , , |
|---|---|
| Tipo de recurso: | artículo |
| Fecha de publicación: | 2023 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/385456 |
| Acceso en línea: | https://hdl.handle.net/2117/385456 https://dx.doi.org/10.1680/jgeot.21.00233 |
| Access Level: | acceso abierto |
| Palabra clave: | Clay soils -- Testing Clays Fabric/structure of soils Electron microscopy Porosimetry Laboratory tests Sòls argilosos -- Proves Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls |
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Analysis of the micro to macro response of clays to compressionGuglielmi, S.Cotecchia, FedericaCafaro, F.Gens Solé, Antonio|||0000-0001-7588-7054Clay soils -- TestingClaysFabric/structure of soilsElectron microscopyPorosimetryLaboratory testsSòls argilosos -- ProvesÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòlsAn 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 Reviewed20242024-02-0120232023-03-24journal articlehttp://purl.org/coar/resource_type/c_6501AMhttp://purl.org/coar/version/c_ab4af688f83e57aainfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/385456https://dx.doi.org/10.1680/jgeot.21.00233reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/3854562026-05-27T15:37:01Z |
| dc.title.none.fl_str_mv |
Analysis of the micro to macro response of clays to compression |
| title |
Analysis of the micro to macro response of clays to compression |
| spellingShingle |
Analysis of the micro to macro response of clays to compression Guglielmi, S. Clay soils -- Testing Clays Fabric/structure of soils Electron microscopy Porosimetry Laboratory tests Sòls argilosos -- Proves Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls |
| title_short |
Analysis of the micro to macro response of clays to compression |
| title_full |
Analysis of the micro to macro response of clays to compression |
| title_fullStr |
Analysis of the micro to macro response of clays to compression |
| title_full_unstemmed |
Analysis of the micro to macro response of clays to compression |
| title_sort |
Analysis of the micro to macro response of clays to compression |
| dc.creator.none.fl_str_mv |
Guglielmi, S. Cotecchia, Federica Cafaro, F. Gens Solé, Antonio|||0000-0001-7588-7054 |
| author |
Guglielmi, S. |
| author_facet |
Guglielmi, S. Cotecchia, Federica Cafaro, F. Gens Solé, Antonio|||0000-0001-7588-7054 |
| author_role |
author |
| author2 |
Cotecchia, Federica Cafaro, F. Gens Solé, Antonio|||0000-0001-7588-7054 |
| author2_role |
author author author |
| dc.subject.none.fl_str_mv |
Clay soils -- Testing Clays Fabric/structure of soils Electron microscopy Porosimetry Laboratory tests Sòls argilosos -- Proves Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls |
| topic |
Clay soils -- Testing Clays Fabric/structure of soils Electron microscopy Porosimetry Laboratory tests Sòls argilosos -- Proves Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls |
| description |
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. |
| publishDate |
2023 |
| dc.date.none.fl_str_mv |
2023 2023-03-24 2024 2024-02-01 |
| dc.type.none.fl_str_mv |
journal article http://purl.org/coar/resource_type/c_6501 AM http://purl.org/coar/version/c_ab4af688f83e57aa |
| dc.type.openaire.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.none.fl_str_mv |
https://hdl.handle.net/2117/385456 https://dx.doi.org/10.1680/jgeot.21.00233 |
| url |
https://hdl.handle.net/2117/385456 https://dx.doi.org/10.1680/jgeot.21.00233 |
| dc.language.none.fl_str_mv |
Inglés eng |
| language_invalid_str_mv |
Inglés |
| language |
eng |
| dc.rights.none.fl_str_mv |
open access http://purl.org/coar/access_right/c_abf2 |
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info:eu-repo/semantics/openAccess |
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open access http://purl.org/coar/access_right/c_abf2 |
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openAccess |
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application/pdf |
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reponame:UPCommons. Portal del coneixement obert de la UPC instname:Universitat Politècnica de Catalunya (UPC) |
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Universitat Politècnica de Catalunya (UPC) |
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UPCommons. Portal del coneixement obert de la UPC |
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UPCommons. Portal del coneixement obert de la UPC |
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15,300719 |