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Long⁃term characterising plastic behavior of thawed subgrade clay under cyclic loads
更新时间：2025-05-26

    • Long⁃term characterising plastic behavior of thawed subgrade clay under cyclic loads

    • “In the field of roadbed stability in seasonally frozen areas, experts have established a mechanical empirical model for permanent deformation of frozen thawed roadbed clay through indoor experiments, providing theoretical support for roadbed stability and durability operation.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 53, Issue 6, Pages: 1790-1798(2023)
    • 作者机构：

      1.长沙理工大学 交通运输工程学院， 长沙 410114

      2.长沙理工大学 公路养护技术国家工程研究中心， 长沙 410114

      3.中交第二公路勘察设计研究院有限公司， 武汉 430052

      4.中南大学 土木工程学院， 长沙 410075

    • DOI：10.13229/j.cnki.jdxbgxb.20221550    

      CLC： TU411

    • Received：04 December 2022，

      Published：01 June 2023

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  • ZHANG Zhe,FU Wei,ZHANG Jun-hui,et al.Long⁃term characterising plastic behavior of thawed subgrade clay under cyclic loads[J].Journal of Jilin University(Engineering and Technology Edition),2023,53(06):1790-1798. DOI： 10.13229/j.cnki.jdxbgxb.20221550.

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