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Unconfined compression behavior of modified lime stabilized soil under dry wet and freeze⁃thaw cycles
更新时间：2023-06-25

    • Unconfined compression behavior of modified lime stabilized soil under dry wet and freeze⁃thaw cycles

    • “In complex environmental engineering, nano clay and fiber modified lime soil can enhance their applicability and safety. Experiments have shown that fibers and nanoclay can improve the compressive strength and residual strength of lime soil, increase the failure strain, and change the failure mode. Especially under the combined action of fibers and nanoclay, nanoclay/fiber modified lime soil exhibits optimal unconfined compressive performance and can delay internal damage caused by wet dry and freeze-thaw cycles.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 53, Issue 6, Pages: 1809-1818(2023)
    • 作者机构：

      1.东南大学 交通学院， 南京 210096

      2.绍兴文理学院 土木工程学院， 浙江 绍兴 312000

      3.广东省建筑设计研究院有限公司， 广州 510010

    • DOI：10.13229/j.cnki.jdxbgxb.20221376    

      CLC： TU447

    • Received：27 October 2022，

      Published：01 June 2023

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  • JIANG Ping,CHEN Ye-wen,CHEN Xian-hua,et al.Unconfined compression behavior of modified lime stabilized soil under dry wet and freeze⁃thaw cycles[J].Journal of Jilin University(Engineering and Technology Edition),2023,53(06):1809-1818. DOI： 10.13229/j.cnki.jdxbgxb.20221376.

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