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Volume 46 Issue 2
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HUANG Yuanhao, ZHANG Zhichao, XIAO Yang, LI Linhang. Non-isothermal coupled effects of bound water content and permeability in sand and clay[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 375-384. DOI: 10.11779/CJGE20221153
Citation: HUANG Yuanhao, ZHANG Zhichao, XIAO Yang, LI Linhang. Non-isothermal coupled effects of bound water content and permeability in sand and clay[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 375-384. DOI: 10.11779/CJGE20221153
shu

Non-isothermal coupled effects of bound water content and permeability in sand and clay

  • 1.

    School of Civil Engineering, Chongqing University, Chongqing 400045, China

  • 2.

    State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, China

  • 3.

    Key Laboratory of New Technology for Construction of City in Mountain Area (Chongqing University), Ministry of Education, Chongqing 400045, China

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  • Received Date: September 18, 2022
  • Available Online: February 05, 2024
    Graphical Abstract
    • Abstract
  • The couplings among characteristics of bound water, permeability of soils and temperature largely determine the thermal-hydraulic-mechanical behavior of soils. To study the bound water content and the permeability of soils under non-isothermal conditions, the temperature-controlled laboratory measurements of the bound water content in saturated sand, clay and sand-clay mixtures, combined with the corresponding permeability tests, are carried out in this study based on the bulk density method. It is shown that temperature elevation leads to remarkable decreases of the bound water content, largely depending on the soil particle size and the clay content. The bound water contents under different temperatures measured for the packed soil samples with low and high clay contents are obviously higher and lower than those measured for the samples of dispersed soil particles, respectively, due to the interactions and structures among soil particles. The increases of soil permeability with the temperature elevation are also observed in the tests, which are highly related to the heating-induced and clay-content-dependent decreases of the free-water kinematic viscosity and the bound water content. The thermally induced changes of permeability can be overestimated for the soils with low clay contents and underestimated for those with high clay contents if ignoring the effects of bound water.
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    • References (32)
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