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Direct shear strength of UHPC wet joints in precast piers
更新时间：2026-01-23

    • Direct shear strength of UHPC wet joints in precast piers

    • “In the field of ultra-high performance concrete (UHPC), experts have proposed a wet joint direct shear strength model, which provides a reference for predicting the direct shear bearing capacity of UHPC key tooth wet joint interfaces.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 55, Issue 12, Pages: 3928-3941(2025)
    • 作者机构：

      1.长安大学 旧桥检测与加固技术交通行业重点实验室， 西安 710064

      2.中交第二公路工程局有限公司， 西安 710064

    • DOI：10.13229/j.cnki.jdxbgxb.20240450    

      CLC： U443

    • Received：06 April 2024，

      Published：01 December 2025

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  • ZHOU Mi,TIAN Xing-wang,ZHU Guo-qiang,et al.Direct shear strength of UHPC wet joints in precast piers[J].Journal of Jilin University(Engineering and Technology Edition),2025,55(12):3928-3941. DOI： 10.13229/j.cnki.jdxbgxb.20240450.

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