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.
引用
收藏
页数:7
相关论文
共 19 条
  • [11] PORE SIZE DISTRIBUTIONS IN CLAYS
    DIAMOND, S
    [J]. CLAYS AND CLAY MINERALS, 1970, 18 (01) : 7 - &
  • [12] THERMOPLASTICITY OF SATURATED CLAYS - EXPERIMENTAL CONSTITUTIVE STUDY
    HUECKEL, T
    BALDI, G
    [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1990, 116 (12): : 1778 - 1796
  • [13] Structural characterization of unsaturated aggregated soil
    Koliji, A.
    Vulliet, L.
    Laloui, L.
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2010, 47 (03) : 297 - 311
  • [14] Laloui L., 2014, DFI Journal: The Journal of the Deep Foundations Institute, V8, P108, DOI 10.1179/1937525514Y.0000000010
  • [15] Mitchell J.K., 2005, FUNDAMENTALS SOIL BE, V3rd ed., P558
  • [16] Passwell R.E., 1967, J SOIL MECH FDN ENG, V93, P9, DOI [DOI 10.1061/JSFEAQ.0000982, 10.1061/JSFEAQ.0000982]
  • [17] Skempton A., 1953, SELECTED PAPERS SOIL, P106
  • [18] Temperature effects on the volume change behaviour of Boom clay
    Sultan, N
    Delage, P
    Cui, YJ
    [J]. ENGINEERING GEOLOGY, 2002, 64 (2-3) : 135 - 145
  • [19] Towhata I., 1993, Soils Found, V33, P170, DOI [10.3208/sandf1972.33.4170, DOI 10.3208/SANDF1972.33.4170]