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Influence of wetting–drying cycles on the compression behavior of a compacted loess from microstructure analysis

机译:Influence of wetting–drying cycles on the compression behavior of a compacted loess from microstructure analysis

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摘要

This study explores the compression deformation characteristics of compacted loess after different wetting–drying (WD)cycles, by tracking microstructure changes by scanning electron microscope (SEM), laser particle size analyzer, Fourier transforminfrared spectroscopy (FTIR), and nuclear magnetic resonance (NMR). Experimental results show that, as the numberof wetting–drying cycles increases, the compression deformation of the compacted loess upon mechanical loading increasesand the yield stress decreases. The first wetting–drying cycle causes the largest change in terms of mechanical response. Aslong as the number of wetting–drying cycles increases, their effect is less significant. Microstructural analyses have beenexploited to interpret the evolution of the mechanical properties at the laboratory scale. With the increase in the number ofwetting–drying cycles, FTIR results showed that the functional group strength gradually decreased, implying a reductionof the cementation strength between the particles of the compacted material. SEM images showed that the contacts amongloess aggregates (composed by particles) varied from “face to face” to “point to point.” NMR results demonstrated that thetotal and inter-aggregate pores volume increased, while the intra-aggregate pores volume decreased upon wetting–dryingcycling. The microstructure investigation allowed understanding the major role played by cementation strength, aggregatecontact type, and pore size distribution on the compression behavior of compacted loess after wetting–drying cycles.

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  • 来源
    《Bulletin of engineering geology and the environment》 |2022年第9期|348.1-348.13|共13页
  • 作者单位

    College of Geological Engineering and Geomatics,Chang’an University, No. 126 Yanta Road,Shaanxi 710054 Xi’an, People’s Republic of China Department of Civil and Environmental Engineering,Politecnico di Milano, Piazza Leonardo da Vinci, 32,20133 Milan, Ita;

    College of Geological Engineering and Geomatics,Chang’an University, No. 126 Yanta Road,Shaanxi 710054 Xi’an, People’s Republic of China;

    College of Geological Engineering and Geomatics,Chang’an University, No. 126 Yanta Road,Shaanxi 710054 Xi’an, People’s Republic of China School of Water and Environment, Chang’AnUniversity, No. 126 Yanta Road, Xi’an, Shaanxi 710054,People’s Republic of ChDepartment of Civil and Environmental Engineering,Politecnico di Milano, Piazza Leonardo da Vinci, 32,20133 Milan, Italy;

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  • 原文格式 PDF
  • 正文语种 英语
  • 中图分类
  • 关键词

    Loess; Compression behavior; Wetting–drying cycles; Cementation strength; Pore size distribution;

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