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Experiment on cyclic shear of geosynthetic reinforced construction waste soil
更新时间：2024-07-22

    • Experiment on cyclic shear of geosynthetic reinforced construction waste soil

    • “In the field of reinforced construction waste soil, experts have revealed the influence law and working mechanism of the cyclic shear characteristics of reinforced soil through direct shear tests, providing a solution for improving the shear strength of reinforced soil.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 54, Issue 6, Pages: 1612-1623(2024)
    • 作者机构：

      1.湖北工业大学 土木建筑与环境学院， 武汉 430068

      2.湖北工业大学 河湖健康智慧感知与生态修复教育部重点实验室， 武汉 430068

    • DOI：10.13229/j.cnki.jdxbgxb.20220930    

      CLC： TU41

    • Received：24 July 2022，

      Published：01 June 2024

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  • LI Li-hua,LI Zi-jian,XIAO Heng-lin,et al.Experiment on cyclic shear of geosynthetic reinforced construction waste soil[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(06):1612-1623. DOI： 10.13229/j.cnki.jdxbgxb.20220930.

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