Fractal characteristics of pore structure of compacted bentonite studied by ESEM and MIP methods

被引:0
作者
Haiquan Sun
David Mašín
Jan Najser
Vilém Neděla
Eva Navrátilová
机构
[1] Charles University,Faculty of Science
[2] The Czech Academy of Sciences,Institute of Scientific Instruments
来源
Acta Geotechnica | 2020年 / 15卷
关键词
Bentonite; ESEM; Fractal dimension; Microstructure; MIP; Suction;
D O I
暂无
中图分类号
学科分类号
摘要
In this paper, we aim to clarify microstructure of bentonite from Cerny vrch deposit in the Czech Republic. We adopt results of ESEM and MIP experiments performed at various suctions along wetting and drying paths on bentonite samples compacted from powder to two different initial dry densities. The data were used for quantification of fractal dimension characteristics of pores of different sizes. Two different methods of calculating fractal dimension were used for MIP data, and one method was used for evaluation of ESEM images. Fractal dimensions obtained from MIP data, combined with the measured pore size density functions, allowed us to identify two different pore families: micropores and macropores. Macropores can be further subdivided into fine macropores and coarse macropores based on fractal analysis. The pore systems were further distinguished by different responses to suction changes and to compaction effort. In general, we observed slight increase in fractal dimension with increasing suction and with increasing dry density.
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页码:1655 / 1671
页数:16
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  • [1] Alonso E(1999)Modelling the mechanical behaviour of expansive clays Eng Geol 54 173-183
  • [2] Vaunat J(1994)Effect of moisture on fractal dimension and specific surface of hardened cement paste by small-angle X-ray scattering Cem Concr Res 24 605-612
  • [3] Gens A(2015)Microstructural changes of an undisturbed, reconstituted and compacted high plasticity clay subjected to wetting and drying Eng Geol 193 363-373
  • [4] Beddoe RE(2016)Microstructures of consolidated Kaolin clay at different depths in centrifuge model tests Carbonates Evaporites 31 47-60
  • [5] Lang K(2004)Fabric evolution during hydromechanical loading of a compacted silt Can Geotech J 28 483-499
  • [6] Burton GJ(2001)The surface fractal dimension of the soil–pore interface as measured by image analysis Geoderma 103 203-229
  • [7] Pineda JA(1997)Pore structure characterization in rock salt Eng Geol 47 17-30
  • [8] Sheng D(1984)Study of the structure of a sensitive Champlain clay and of its evolution during consolidation Can Geotech J 21 21-35
  • [9] Airey D(1996)Microstructure of a compacted silt Can Geotech J 33 150-158
  • [10] Cui ZD(2013)A fully coupled elastic–plastic hydromechanical model for compacted soils accounting for clay activity Int J Numer Anal Methods Geomech 37 503-535