吴保全, 李天斌. 2008: 格栅结构复合地基的应用研究. 工程地质学报, 16(4): 563-566.
    引用本文: 吴保全, 李天斌. 2008: 格栅结构复合地基的应用研究. 工程地质学报, 16(4): 563-566.
    WU Baoquan, LI Tianbin. 2008: EXPERIMENTAL STUDY OF COMPOSITE GRID FOUNDATION. JOURNAL OF ENGINEERING GEOLOGY, 16(4): 563-566.
    Citation: WU Baoquan, LI Tianbin. 2008: EXPERIMENTAL STUDY OF COMPOSITE GRID FOUNDATION. JOURNAL OF ENGINEERING GEOLOGY, 16(4): 563-566.

    格栅结构复合地基的应用研究

    EXPERIMENTAL STUDY OF COMPOSITE GRID FOUNDATION

    • 摘要: 格栅结构复合地基是一种有侧限结构复合地基。通过载荷试验和相关测试研究表明:格栅结构的侧向变形受到相邻桩的限制,侧向变形减少;格栅内的地基土没有侧向位移;地基土内有应力集中和应力分担比增加的规律。

       

      Abstract: The composite grid foundation is a type of lateral confined structure composite grid foundation. This paper presents some loading experiments and other tests on the composite grid foundations. The test the results show that the deformation of grid structure is restricted. The deformation of grid structure foundation is reduced. The deformation of the foundation soil is restricted. The stress in the foundation soil has the regulation of the concentration and the increment with respect to the ratio of stress sharing.

       

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