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Vibration Isolation Mechanism of Concrete Piles for Rayleigh Waves on Sand Foundations

机译:沙基上瑞雷波混凝土桩的隔振机理

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摘要

To study the propagation characteristics of Rayleigh waves and the isolation mechanism of a single-row of piles by isolation effects, in this paper we draw a two-dimensional contour map of zeta (normalized acceleration amplitude relative to a measure close at the vibration source) using a vibration test carried out on a sand foundation. In this experiment, we study, in addition to the free field and the single pile cases, settings with two and three piles. The result shows that the vibration caused by the point source in the free field excites Rayleigh waves in a radial direction along the surface of the foundation. Meanwhile, the vibrations of the points along the propagation path on the surface of the foundation are gradually weakened., ere is a steady transition when the zeta drops to 0.6 and a placid decline when zeta decreases to less than 0.25. The vibration-shielded region, the strengthened region, and the strengthened strips will appear on the surface of the foundation. The vibration-shielded region is located behind the piles, and the region presents a trumpet-shaped area that takes the pile as the vertex. Increasing the quantity of piles contributes to increasing the vibration isolation effect, not only that involving the degree of isolation but also for the area of the shielded area. The vibration-strengthened regions include the diffraction regions at the pile corners on both sides of the single-row of piles and the scattering region at the gaps of the piles. In addition, the composite regions are located among the vibration source and the scattering and diffraction-strengthened regions. Increasing the number of piles has little influence on the scattering and diffraction-strengthened regions but can significantly enhance the vibrations of the composite regions. In general, the vibration-strengthened strips are connected with the scattering-strengthened regions. However, in the test of a single pile, the pile is connected to the diffraction-strengthened regions near its two anterior angles.
机译:为了通过隔离效应研究瑞利波的传播特性和单排桩的隔离机理,本文绘制了一个二维的zeta等高线图(归一化的加速度振幅相对于靠近振动源的测度)使用在沙子基础上进行的振动测试。在该实验中,除了自由场和单桩情况外,我们还研究了两桩和三桩的设置。结果表明,在自由场中由点源引起的振动沿地基表面沿径向激发瑞利波。同时,沿着基础表面上的传播路径的点的振动逐渐减弱。当zeta下降到0.6时,是稳定的过渡;当zeta下降到0.25以下时,则是平静的下降。隔振区域,加强区域和加强条将出现在基础表面上。防振区域位于桩的后面,该区域具有一个以桩为顶点的喇叭形区域。增加桩的数量有助于提高隔振效果,不仅涉及隔震程度,而且还涉及屏蔽区域的面积。振动增强区域包括在单排桩的两侧的桩角处的衍射区域和在桩的间隙处的散射区域。此外,复合区域位于振动源与散射和衍射强化区域之间。增加桩的数量对散射和衍射增强区域影响很小,但可以显着增强复合区域的振动。通常,振动增强的条带与散射增强的区域连接。但是,在测试单个桩时,桩在其两个前角附近连接到衍射增强区域。

著录项

  • 来源
    《Shock and vibration》 |2018年第12期|6285491.1-6285491.13|共13页
  • 作者单位

    Hebei Key Lab Diag Reconstruct & Antidisaster Civ, Zhangjiakou 075000, Peoples R China;

    Hebei Key Lab Diag Reconstruct & Antidisaster Civ, Zhangjiakou 075000, Peoples R China;

    Hebei Key Lab Diag Reconstruct & Antidisaster Civ, Zhangjiakou 075000, Peoples R China;

    Hebei Key Lab Diag Reconstruct & Antidisaster Civ, Zhangjiakou 075000, Peoples R China;

    Hebei Key Lab Diag Reconstruct & Antidisaster Civ, Zhangjiakou 075000, Peoples R China;

    Hebei Univ Architecture, Sch Foreign Languages, Zhangjiakou 075000, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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