| 软土地基嵌岩桩的受力性状 |
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| 引用本文： | 徐新跃,徐策.软土地基嵌岩桩的受力性状[J].工业建筑,2005,35(Z1):497-500. |
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| 作者姓名： | 徐新跃 徐策 |
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| 作者单位： | 1. 浙江温州市建设工程质量监督站,温州,325000
2. 浙江永嘉县建筑设计院,永嘉,325l00 |
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| 摘 要： | 结合现场嵌岩桩试桩资料,对嵌岩桩的竖向承载机理、嵌岩深度、端阻力、桩侧阻力等问题进行了深入的探讨,揭示嵌岩灌注桩的承载特性、荷载传递机理、不同桩长的桩在不同荷载水平下的受力性状及桩长压缩规律,得出对嵌岩灌注桩的设计、施工一些具有指导意义的结论。
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| 关 键 词： | 嵌岩桩 承载性状 桩身压缩量 荷载水平 侧阻 端阻 沉渣 |
| 修稿时间： | 2004年12月20 |
FORCED BEHAVIOR OF ROCK-SOCKETED PILES IN SOFT SOIL |
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| Xu Xinyue,Xu Ce.FORCED BEHAVIOR OF ROCK-SOCKETED PILES IN SOFT SOIL[J].Industrial Construction,2005,35(Z1):497-500. |
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| Authors: | Xu Xinyue Xu Ce |
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| Affiliation: | Xu Xinyue(Wenzhou Construction Quality Supervision Station Wenzhou 325000)Xu Ce(Yongjia Architectural Design Institute of Zhejiang Yongjia 325100) |
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| Abstract: | Based on the data from in-situ rock-socketed test piles,the vertical bearing mechanism,socketed length,tip resistance and shaft resistance of rock-socketed piles are deeply discussed in this paper.The forced behavior of rock-socketed test piles and their compression under different loads are revealed.As well as the influencing factors on their bearing properties are revealed by analysis,the study result is instructive for design,construction and deep study of rock-socketed filling pile. |
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| Keywords: | rock-socked pile bearing properties compression of pile load level tip resistance shaft resistance sediment |
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