半刚性桩复合地基承载力计算探讨
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摘要: 本文通过分别对在竖向荷载作用下柔性桩复合地基及半刚性桩复合地基特性的分析比较。提出了半刚性桩复合地基竖向荷载作用下承载力计算所采用的公式,并对该公式进行了验证。Abstract: A bearing capacity formula of the semi-stiff pile composite foundation under vertical load was proposed by analyzing the properties of flexibity pile composite foundation and semi-stiff pile composite foundation, Which was verified by engineering cases.
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