Identifying porosity distribution and swell anisotropy of laboratory sedimented high plasticity clay through NMR imaging

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Abstract

When studying fundamental features of soil behaviour it is common to resediment or remould “artificial” soil samples under well-defined conditions to limit uncertainties caused by variability in soil structure. Therefore, the laboratory sedimented sample is a useful reference state for a given soil. However, the sedimentation process inevitably causes anisotropy which is previously linked to sedimentation structure. This is related to the anisotropic stress state of oedometric confinement used in laboratory sedimentation. As such anisotropy is unavoidable it is necessary to identify it. More troublesome is the potential unwanted heterogeneity caused by the separation of constituents during the sedimentation process. To investigate these two features, large (Ø20cm x 6cm) laboratory sedimented high plasticity clay discs were prepared. On both vertically and horizontally oriented subsamples at different locations in these discs, the porosity distribution was mapped through low field Nuclear Magnetic Resonance (NMR) imaging. This allowed verification of the level of homogeneity achieved by the laboratory sedimentation procedure. Further, the anisotropy of the discs was studied by measuring the free swell of the subsamples at the two orientations. The obtained results provide insights into the effectiveness of laboratory sedimentation for creating homogeneous reference soil samples and further exemplify the usefulness of NMR imaging in identifying initial porosity distribution and porosity evolution during swelling.
Original languageEnglish
Title of host publicationProceedings of the XVIII ECSMGE 2024
EditorsNuno Guerra, Manuel Matos Fernandes, Cristiana Ferreira, António Gomes Correia, Alexandre Pinto, Pedro Sêco e Pinto
Number of pages4
PublisherCRC Press
Publication date2024
Pages3034-3037
ISBN (Print)978-1-032-54816-6
ISBN (Electronic)978-1-003-43174-9
DOIs
Publication statusPublished - 2024
EventECSMGE 2024: XVIII European Conference on Soil Mechanics and Geotechnical Engineering - Lisbon, Portugal
Duration: 26 Aug 202430 Aug 2024

Conference

ConferenceECSMGE 2024
Country/TerritoryPortugal
CityLisbon
Period26/08/202430/08/2024

Keywords

  • Resedimentation
  • Sample homogeneity
  • Swelling anisotropy
  • Nuclear magnetic resonance (NMR)

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