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Analytical Solution for Composite Foundation with Permeable Pipe Piles Under Uniform Opening Based on Modified Equal Strain Assumption
CIVIL ENGINEERING | 更新时间：2024-11-15
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    • Analytical Solution for Composite Foundation with Permeable Pipe Piles Under Uniform Opening Based on Modified Equal Strain Assumption

    • “在地基处理技术领域，专家研究了透水管桩复合地基固结特性，为透水管桩技术应用提供理论依据。”
    • Advanced Engineering Sciences   Vol. 56, Issue 5, Pages: 230-239(2024)

    • DOI：10.15961/j.jsuese.202201296    

      CLC： TU472

    • Published：20 September 2024，

      Published Online：06 March 2023，

      Received：26 November 2022，

      Revised：12 February 2023，

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  • Yang Weitao,Chen Zheng,Duan Yaru,et al.Analytical solution for composite foundation with permeable pipe piles under uniform opening based on modified equal strain assumption[J].Advanced Engineering Sciences,2024,56(5):230–239 DOI： 10.15961/j.jsuese.202201296.

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Related Author

MEI Guoxiong
DUAN Yaru
CHEN Zheng
YANG Weitao
LIU Yuanjie
ZHANG Xinyan
LU Mengmeng
XU Baolong

Related Institution

School of Mechanics and Civil Eng., China Univ. of Mining and Technol.
Faculty of Civil Eng. and Mechanics, Jiangsu Univ.
Coastal and Urban Geotechnical Eng. Research Center
School of Architecture and Eng., Zhejiang Univ.
Changsha Guoxin Real Estate Development Co., Ltd.
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