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Experimental investigation on jacked pile-sinking induced pore pressure and effective radial stress at pile-clayey soil interface
Civil Engineering | 更新时间：2024-11-22

    • Experimental investigation on jacked pile-sinking induced pore pressure and effective radial stress at pile-clayey soil interface

    • “In the field of static pressure pile driving in saturated cohesive soil, experts have used a large-scale model test system to reveal the variation laws of pore pressure increment and effective radial stress at the pile-soil interface, providing important references for engineering practice.”
    • Journal of Civil and Environmental Engineering   Vol. 46, Issue 6, Pages: 100-106(2024)

    • DOI：10.11835/j.issn.2096-6717.2022.075    

      CLC： TU473.1

    • Received：06 April 2022，

      Published：25 December 2024

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  • WANG Yonghong,XU Zeqiang,ZHANG Mingyi,et al.Experimental investigation on jacked pile-sinking induced pore pressure and effective radial stress at pile-clayey soil interface[J].Journal of Civil and Environmental Engineering,2024,46(06):100-106. DOI： 10.11835/j.issn.2096-6717.2022.075.

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