半刚性桩复合地基变形特征讨论 |
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作者姓名: | 秦波 张家峰 |
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作者单位: | 同济大学海洋地质系
(秦波,张家峰),同济大学海洋地质系(吕炳全) |
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摘 要: | 分析了半刚性桩复合地基的桩土受力特点,通过数值计算方法,得到半刚性桩复合地基的沉降随桩 长、置换率、桩身强度等因素变化的关系。
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关 键 词: | 复合地基 沉降 桩长 置换率 桩身强度 |
The Settlement Rules' Analysis of Semi-rigid-pile Composite Foundation |
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Authors: | Qin bo Zhang jiafeng Lu bingquan |
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Abstract: | This article analyzed the character of pile -soil's stress in semi-rigid-pile composite foundation. With the changing of pile's length, displacement ratio and pile's strength,we concluded the settlement rules of semi -rigid-pile composite foundation by numerical calculation method. |
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Keywords: | composite foundation settlement pile's length displacement ratio pile's strength |
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