Microstructure observations in compacted clays subjected to thermal loading

被引:25
作者
Houhou, Roba [1 ]
Sutman, Melis [1 ,3 ]
Sadek, Salah [2 ]
Laloui, Lyesse [1 ]
机构
[1] Swiss Fed Inst Technol Lausanne EPFL, Lab Soil Mech LMS, Stn 18, CH-1015 Lausanne, Switzerland
[2] Amer Univ Beirut AUB, Dept Civil & Environm Engn, POB 11-0236, Beirut 11072020, Lebanon
[3] Heriot Watt Univ, Sch Energy Geosci Infrastruct & Soc, Inst Infrastruct & Environm, Edinburgh, Midlothian, Scotland
基金
瑞士国家科学基金会;
关键词
Clays; Deformation; Structure of soils; Temperature effects; Microstructure; VOLUME CHANGE; CONSOLIDATION; BEHAVIOR;
D O I
10.1016/j.enggeo.2020.105928
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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 mu m), did not exhibit changes in the microstructure which could be captured by the MIP.
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页数:7
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