| 基桩承载力的动、静实测分析 |
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| 引用本文： | 刘殿中.基桩承载力的动、静实测分析[J].吉林建筑工程学院学报,1995(4). |
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| 作者姓名： | 刘殿中 |
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| 作者单位： | 吉林建筑工程学院监理公司 |
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| 摘 要： | 本文通过对部分工程大应变动力测桩与静载荷试桩的对比分析可知,采用大应变检测基桩承载力的方法是可行的,其实测最大误差为15%,一般实测误差在10%以下,可在实际工程的基桩检测中试用.此外,采用大应变测桩还具有静载荷试桩所无法比拟的优点.
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| 关 键 词： | 大应变动测 基桩承载力 应力波 桩身静阻力 |
Dynamic and Static Test Analysis for Load Carrying Capacity of Foundation Piles |
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| Liu Dianzhong.Dynamic and Static Test Analysis for Load Carrying Capacity of Foundation Piles[J].Journal of Jilin Architectural and Civil Engineering,1995(4). |
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| Authors: | Liu Dianzhong |
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| Affiliation: | The Construction Supervision Company of JIAE |
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| Abstract: | It is known that it is feasible to use dynamic test method of large strain for testing load carrying capacity of foundation piles through contrast analysis between dy- namic test of large strain and static load.The general error of actual test and measure- ment is under 10%,and the maximum error is 15%.It can be used in the test of foundation piles in actual engineering.In addition,using large strain method for testing foundation piles has many incomparable advantages comparing with these of using static load as a test method. |
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| Keywords: | dynamic test of large strain load carrying capacity of foundation piles strain wave static resistance of pile |
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