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带帽桩复合地基复合桩土应力比计算及工程应用

, PP. 19-24

Keywords: 道路工程,带帽桩复合地基,复合桩土应力比,工程应用

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Abstract:

以控制桩帽间土体沉降量在工后沉降量标准范围内为目标,提出带帽控沉疏桩复合地基设计的思路和方法。采用调整桩体中心间距或桩帽尺寸等措施,以改变复合桩土应力比来进行带帽控沉疏桩复合地基设计。基于弹性理论和等沉面思想,不考虑复合桩体自身压缩变形量,简化了带帽刚性桩复合地基复合桩土应力比隐式计算公式,得到了按桩帽间土体沉降计算模式进行沉降估算的公式。最后将复合桩土应力比简化计算公式应用于工程实践,计算结果表明该方法具有较好的先进性和适用性。

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