Bulletin of the Chinese Ceramic Society, Volume. 44, Issue 5, 1927(2025)

Compressive Strength Characteristics and Its Influencing Factors of High Fill Loess Solidified by Cement

QIU Mingming... YANG Meng, LI Xiaomin and LI Shengbin |Show fewer author(s)
Author Affiliations
  • School of Architectural Engineering, Yan'an University, Yan'an 716000, China
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    References(5)

    [1] [1] XIE W L, LI P, ZHANG M S, et al. Collapse behavior and microstructural evolution of loess soils from the Loess Plateau of China[J]. Journal of Mountain Science, 2018, 15(8): 1642-1657.

    [4] [4] YANG X, HU Z Q, LI L, et al. Strength properties, microstructural evolution, and reinforcement mechanism for cement-stabilized loess with silica micro powder[J]. Case Studies in Construction Materials, 2024, 20: e02848.

    [5] [5] LIU C, LU K, WU Z W, et al. Expansive soil improvement using industrial bagasse and low-alkali ecological cement[J]. Construction and Building Materials, 2024, 423: 135806.

    [7] [7] GU K, CHEN B. Loess stabilization using cement, waste phosphogypsum, fly ash and quicklime for self-compacting rammed earth construction[J]. Construction and Building Materials, 2020, 231: 117195.

    [28] [28] WANG D X, ABRIAK N E, ZENTAR R. Strength and deformation properties of Dunkirk marine sediments solidified with cement, lime and fly ash[J]. Engineering Geology, 2013, 166: 90-99.

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    QIU Mingming, YANG Meng, LI Xiaomin, LI Shengbin. Compressive Strength Characteristics and Its Influencing Factors of High Fill Loess Solidified by Cement[J]. Bulletin of the Chinese Ceramic Society, 2025, 44(5): 1927

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    Paper Information

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    Received: Sep. 26, 2024

    Accepted: Jun. 12, 2025

    Published Online: Jun. 12, 2025

    The Author Email:

    DOI:10.16552/j.cnki.issn1001-1625.2024.1146

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