在役高桩码头中低应变检测法的应用
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Application of low strain test for high-pile wharf in service
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    摘要:

    检测桩基完整性常采用低应变检测法,对于在役高桩码头,一般需要割桩来设置激振点和安装传感器。以单根直桩为研究对象,使用ANSYS有限元软件,通过完好桩和切割桩对比分析,研究割桩导致的桩身应力损伤。计算结果显示,割桩对桩身位移影响很小,但会带来应力集中,桩身最不利截面由桩底移至割桩处,造成安全隐患。分析了水平力对应力集中及预压应力对水平承载力的影响,给出应力集中的影响范围,并提出相关建议。

    Abstract:

    When detecting the integrity of pile foundation,we usually take the low strain dynamic test.But for the high pile wharf in service,we need to cut pile for setting excitation and sensor.Using the finite element software ANSYS,and taking single straight pile as the research object,we study the pile body stress caused by injury of pile based on the comparison of intact pile and injured pile.Calculation results show that the cutting pile has little impact on the displacement of pile.But it leads to the stress concentration,while the most unfavorable section transforms from pile bottom to the cut areas,causing potential safety hazard.The influence of the stress concentration caused by different horizontal forces and the influence of the preloading stress on the bearing capacity of pile foundation are analyzed.The scope of influence is presented and relevant suggestions are put forward.

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张淼,陈灿明,黄卫兰,等.在役高桩码头中低应变检测法的应用[J].水运工程,2014(10):81-84.

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  • 在线发布日期: 2014-10-17
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