Microstructure observations in compacted clays subjected to thermal loading

dc.contributor.authorHouhou, Roba
dc.contributor.authorSutman, Melis
dc.contributor.authorSadek, Salah M.
dc.contributor.authorLaloui, Lyesse
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyMaroun Semaan Faculty of Engineering and Architecture (MSFEA)
dc.contributor.institutionAmerican University of Beirut
dc.date.accessioned2025-01-24T11:28:03Z
dc.date.available2025-01-24T11:28:03Z
dc.date.issued2021
dc.description.abstractThe response of clayey materials to thermal variation has been the subject of extensive studies, given the wide range of engineering applications which involve subjecting soils to substantial temperature fluctuations. A number of hypotheses have been proposed to explain the volumetric changes induced in the clays as a result of temperature variations. Most associate the observed volumetric changes to re-orientation as well as changes in the clay microstructure, with no microstructural experimental evidences to date. The work presented in this note is a first attempt at studying the evolution of the internal structure of two types of clays, an Illite and a Kaolin, compacted dry of optimum, submerged until saturation, reconsolidated to various vertical effective stresses and then subjected to thermal loading. A series of thermal oedometer, mercury intrusion porosimetry (MIP) and tomography tests were conducted in order to induce, detect, and quantify microstructural alterations within the clay as a consequence of temperature changes. Results of heating and cooling tests on Illite showed a thermal contraction which could be attributed to the deformation/collapse of macro-pores in its dual-porosity structure assemblage. The magnitude of the observed contraction varied with the level of pre-imposed effective vertical stresses. Higher effective vertical stresses resulted in larger shear stresses at the contacts of clay-assemblages, and thus in easier deformation of the macro-pores. The Kaolin samples which presented a unimodal pore size distribution, with a relatively small dominant pore size (0.25 μm), did not exhibit changes in the microstructure which could be captured by the MIP. © 2020 Elsevier B.V.
dc.identifier.doihttps://doi.org/10.1016/j.enggeo.2020.105928
dc.identifier.eid2-s2.0-85103643632
dc.identifier.urihttp://hdl.handle.net/10938/26994
dc.language.isoen
dc.publisherElsevier B.V.
dc.relation.ispartofEngineering Geology
dc.sourceScopus
dc.subjectClays
dc.subjectDeformation
dc.subjectMicrostructure
dc.subjectStructure of soils
dc.subjectTemperature effects
dc.subjectClay
dc.subjectKaolin
dc.subjectPore size
dc.subjectShear stress
dc.subjectTemperature distribution
dc.subjectThermal effects
dc.subjectThermal engineering
dc.subjectThermal load
dc.subjectClayey materials
dc.subjectCompacted clays
dc.subjectIntrusion porosimetry
dc.subjectMacro pores
dc.subjectMercury intrusion
dc.subjectMicrostructure observation
dc.subjectThermal loadings
dc.subjectVertical stress
dc.subjectVolumetric changes
dc.subjectClay soil
dc.subjectIllite
dc.subjectLoading
dc.subjectSoil structure
dc.subjectTemperature effect
dc.titleMicrostructure observations in compacted clays subjected to thermal loading
dc.typeArticle

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