ISSN 1000-3665 CN 11-2202/P
    申永江, 黄立, 严克伍. 悬臂双排桩桩排距地计算方法研究[J]. 水文地质工程地质, 2012, 39(5): 59-63.
    引用本文: 申永江, 黄立, 严克伍. 悬臂双排桩桩排距地计算方法研究[J]. 水文地质工程地质, 2012, 39(5): 59-63.
    SHENYong-jiang, . Calculation method of the piles row distance of cantilever doublerow antislide piles[J]. Hydrogeology & Engineering Geology, 2012, 39(5): 59-63.
    Citation: SHENYong-jiang, . Calculation method of the piles row distance of cantilever doublerow antislide piles[J]. Hydrogeology & Engineering Geology, 2012, 39(5): 59-63.

    悬臂双排桩桩排距地计算方法研究

    Calculation method of the piles row distance of cantilever doublerow antislide piles

    • 摘要: 目前对悬臂式双排抗滑桩桩排距的研究还很少,其主要根据设计人员的经验来取值。本文首先分析悬臂式双排抗滑桩破坏的三种模式,然后对悬臂式双排抗滑桩的作用机理进行分析,提出影响桩排距的破坏模式。在土拱理论和极限平衡理论的基础上,建立力学计算模型,推导悬臂式双排抗滑桩桩排距的计算公式,提出桩排距的计算方法。

       

      Abstract: Currently, mainly based on the designers experience, the piles row distance of the cantilever doublerow piles is designed. The failure mode of the cantilever doublerow piles that affects of the piles row distance is proposed. On the basis of the soil arch theory and the limit equilibrium theory, the formulas of the piles row distance are derived, and the calculation method of piles row distance is proposed. Finally, by using this calculation method, the piles row distance of the cantilever doublerow piles on a certain landslide is calculated.

       

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