Physical properties, electrical resistivity, and strength characteristics of carbonated silty soil admixed with reactive magnesia

  • G.H. Cai
    Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety (Southeast University), Institute of Geotechnical Engineering, Nanjing 210096, China.
  • Y.J. Du
    Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety (Southeast University), Institute of Geotechnical Engineering, Nanjing 210096, China.
  • S.Y. Liu
    Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety (Southeast University), Institute of Geotechnical Engineering, Nanjing 210096, China.
  • D.N. Singh
    Department of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India.

書誌事項

公開日
2015-11
権利情報
  • http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining
DOI
  • 10.1139/cgj-2015-0053
公開者
Canadian Science Publishing

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説明

<jats:p> Soil electrical resistivity has been used quite extensively for assessing mechanical properties of chemically treated soils in the recent past. One of the most innovative applications of this technique could be in the field of ground improvement wherein carbonated reactive magnesia (MgO) is employed for treating soils. With this in view, a systematic study that targets the application of electrical resistivity to correlate physical and strength characteristics of the carbonated reactive MgO-admixed silty soil is initiated, and its details are presented in this manuscript. To achieve this, reactive MgO-admixed soils were carbonized by exposing them to CO<jats:sub>2</jats:sub> for different durations, and subsequently their electrical resistivity and unconfined compressive strength were measured. In this context, the role of a parameter, the ratio of the initial water content of the virgin soil to reactive MgO content (designated as w<jats:sub>0</jats:sub>/c), has been highlighted. It has also been demonstrated that w<jats:sub>0</jats:sub>/c is able to correlate, uniquely and precisely, with the physicochemical parameters of the soils (viz., unit weight, water content at failure, porosity, degree of saturation, and soil pH), electrical resistivity, and unconfined compressive strength at various carbonation times. In addition, microstructural properties have been obtained from the X-ray diffraction, scanning electron microscopy, and mercury intrusion porosimetry analyses. These properties have been used to substantiate the findings related to the carbonation of the reactive MgO-admixed soils. </jats:p>

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