钻孔灌注桩经后压浆后的工程特性研究_OpenScirbe Publishing

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钻孔灌注桩经后压浆后的工程特性研究

Author(s)：
程瑞超

Publication Title：

Wen Yuan (Middle School Edition) 2022 No.10

Affiliations：
邢台市建筑设计研究院有限公司

Abstract：
本文通过两根工程桩试验，研究对比了经后压浆处理前后工程桩的承载力特性。验证了工程桩身轴力都随桩深度增加而降低这一规律；同时得出后压浆技术处理过的灌注桩承载力可提高60%；用双曲函数对桩身各段平均桩侧摩阻力与桩土相对位移曲线进行拟合，比较了在极限位移为30mm时桩身各段侧摩阻力情况，结果指出桩侧摩阻力最高可提高50%。

Keywords：
钻孔灌注桩；后压浆；承载力；桩侧阻力

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[1] 程瑞超.钻孔灌注桩经后压浆后的工程特性研究[J].Wen Yuan (Middle School Edition),2022(10),.

文渊(中学版)

Wen Yuan (Middle School Edition)

Language: 中文

CN：11-9275/G

ISSN：2096-627X

Publication Frequency: 月刊

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