| 某工程静压桩基高应变动力试验与分析 |
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| 引用本文： | 蒋玉柳.某工程静压桩基高应变动力试验与分析[J].南方国土资源,2000,13(1):57-60. |
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| 作者姓名： | 蒋玉柳 |
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| 作者单位： | 南宁市建筑工程质量检测中心,广西,南宁,530022 |
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| 摘 要： | 文章介绍了高应变动力试桩的基本原理,并通过高应变动力试桩技术在某静压桩基工程中的应用,分析受挤土效应不利影响下基桩的桩身质量和承载力变化,为处理该类问题提出了一些办法和体会,同时也说明了高应变动力试桩技术解决桩基工程问题的能力.
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| 关 键 词： | 高应变动力试桩 静压桩基 挤土效应 |
| 文章编号： | 1003-7861 (2000)01-0057-04 |
| 修稿时间： | 1999-07-06 |
ANALYSIS AND TEST ON STAKE BASE UNDER STATIC PRESSURE OF HIGH REACTING MOTIVE FORCE AT AN ENGINEERING |
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| Authors: | JIANG Yu-liu |
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| Abstract: | The basic principle of pilot
stake under high reacting motive force is introduced in this article,while analyzing the
variation of the stake weight and the bearing capacity of the base stake under the
disadvantageous influence of the earthsqueezing effects,by the application of the
technology of high reacting motive force on a project of stake base under static
pressure.Some measures and understandings from experiences are raised on how to solve this
sort of problems, while explaining the ability of the technology of pilot stake under high
reacting motive force on the solution of the problems of stake base projects. |
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| Keywords: | pilot stake under high reacting motive force stake base under static pressure earth-squeezing effects |
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