| 工程桩静载试验确定PHC管桩承载力 |
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| 引用本文： | 潘志军.工程桩静载试验确定PHC管桩承载力[J].福建地质,2010,29(1):39-41. |
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| 作者姓名： | 潘志军 |
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| 作者单位： | 福建省核工业二九五大队,龙岩,364000 |
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| 摘 要： | 以工程实例介绍静压管桩基础的设计承载力取值,采用先施工工程桩进行静载试验,以其结果反算单桩竖向承载力,结合桩的入土长度等给出应用于工程实际的单桩竖向承载力设计值(R)的方法,供同行借鉴。
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| 关 键 词： | 预应力 混凝土管桩 静载试验 基础设计方案 |
On Ascertaining the Design Plan of the Prestressed High-strength Concrete Pile Foundation by the Static Test of an Engineering Pile |
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| Pan Zhijun.On Ascertaining the Design Plan of the Prestressed High-strength Concrete Pile Foundation by the Static Test of an Engineering Pile[J].Geology of Fujian,2010,29(1):39-41. |
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| Authors: | Pan Zhijun |
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| Institution: | Pan Zhijun (No. 295 Geological Party of Fujian Nuclear Industry, Longyan, 364000) |
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| Abstract: | The paper presents the method of calculating the design values of vertical bearing capacity of a pile on the base of the bearing capacity of static-pressure piles. The design R values are computed by the static test of an engineering pile at first, the bearing capacity of a single pile gained by the inverse computation of the results from the about-mentioned static test and the embedment length of a pile. |
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| Keywords: | prestress concrete pipe static test foundation design |
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