Microstructure observations in compacted clays subjected to thermal loading
The 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 induce...
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Published in | Engineering geology Vol. 287; p. 105928 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
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Elsevier B.V
20.06.2021
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ISSN | 0013-7952 1872-6917 |
DOI | 10.1016/j.enggeo.2020.105928 |
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Abstract | The 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.
•The thermal volumetric response of clays depends on the pore size distribution, the stress state and the clay composition•Illite with bimodal distribution are more susceptible to thermal contraction than the Kaolin with unimodal distribution•The macropores of Illite gradually deform upon temperature variation but the micropores remain intact•High normal stresses facilitate the macropores deformation during thermal loading |
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AbstractList | The 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.
•The thermal volumetric response of clays depends on the pore size distribution, the stress state and the clay composition•Illite with bimodal distribution are more susceptible to thermal contraction than the Kaolin with unimodal distribution•The macropores of Illite gradually deform upon temperature variation but the micropores remain intact•High normal stresses facilitate the macropores deformation during thermal loading The 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. |
ArticleNumber | 105928 |
Author | Houhou, Roba Sutman, Melis Laloui, Lyesse Sadek, Salah |
Author_xml | – sequence: 1 givenname: Roba surname: Houhou fullname: Houhou, Roba email: rdh03@mail.aub.edu organization: Laboratory of Soil Mechanics (LMS), Swiss Federal Institute of Technology in Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland – sequence: 2 givenname: Melis surname: Sutman fullname: Sutman, Melis organization: Laboratory of Soil Mechanics (LMS), Swiss Federal Institute of Technology in Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland – sequence: 3 givenname: Salah surname: Sadek fullname: Sadek, Salah organization: Department of Civil and Environmental Engineering, American University of Beirut (AUB), Riad ElSolh, Beirut 1107-2020, Lebanon – sequence: 4 givenname: Lyesse surname: Laloui fullname: Laloui, Lyesse organization: Laboratory of Soil Mechanics (LMS), Swiss Federal Institute of Technology in Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland |
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Cites_doi | 10.1016/j.enggeo.2003.11.006 10.1061/JSFEAQ.0000982 10.3208/sandf1972.33.4_170 10.1139/T09-089 10.1061/JSFEAQ.0001136 10.1002/nag.332 10.1016/j.enggeo.2015.03.003 10.1680/geot.1974.24.2.223 10.1139/t99-105 10.1061/(ASCE)0733-9410(1990)116:12(1778) 10.1016/j.enggeo.2006.10.002 10.1680/geot.1983.33.4.461 10.1346/CCMN.1970.0180103 10.1016/S0013-7952(01)00143-0 10.1179/1937525514Y.0000000010 10.1139/t84-003 |
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SubjectTerms | clay Clays Deformation illite kaolin mercury Microstructure porosimetry porosity Structure of soils temperature Temperature effects tomography |
Title | Microstructure observations in compacted clays subjected to thermal loading |
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