Bulletin of the Chinese Ceramic Society, Volume. 44, Issue 2, 602(2025)

Engineering Property and Mechanism of Ground Granulated Blast Slag-Carbide Slag Composite Improved Expansive Soil

HU Qizhi1,2、*, LI Junjie1, TAO Gaoliang1,2, and LI Zitian1
Author Affiliations
  • 1School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan 430068, China
  • 2Hubei Bridge Safety Monitoring Technology and Equipment Engineering Center, Wuhan 430068, China
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    References(5)

    [5] [5] ALI AL-RAWAS A, HAGO A W, AL-SARMI H. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman[J]. Building and Environment, 2005, 40(5): 681-687.

    [6] [6] JIN F, AL-TABBAA A. Evaluation of novel reactive MgO activated slag binder for the immobilisation of lead and zinc[J]. Chemosphere, 2014, 117: 285-294.

    [7] [7] JULPHUNTHONG P, JOYKLAD P, MANPROM P, et al. Evaluation of calcium carbide residue and fly ash as sustainable binders for environmentally friendly loess soil stabilization[J]. Scientific Reports, 2024, 14(1): 671.

    [9] [9] ALISHA S S, DUMPA V, SREENIVASULU V, et al. Red mud nano-fines potential for improving the geotechnical properties of ameliorated reconstituted black cotton soil[J]. Multiscale and Multidisciplinary Modeling, Experiments and Design, 2022, 5(4): 427-445.

    [24] [24] LIU Y Y, CHANG C W, NAMDAR A, et al. Stabilization of expansive soil using cementing material from rice husk ash and calcium carbide residue[J]. Construction and Building Materials, 2019, 221: 1-11.

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    HU Qizhi, LI Junjie, TAO Gaoliang, LI Zitian. Engineering Property and Mechanism of Ground Granulated Blast Slag-Carbide Slag Composite Improved Expansive Soil[J]. Bulletin of the Chinese Ceramic Society, 2025, 44(2): 602

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    Paper Information

    Received: Aug. 23, 2024

    Accepted: Mar. 31, 2025

    Published Online: Mar. 31, 2025

    The Author Email: HU Qizhi (hqz0716@163.com)

    DOI:10.16552/j.cnki.issn1001-1625.2024.0980

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