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

被引:4
|
作者
Liu, Jinglei [1 ]
Feng, Guishuai [1 ]
Zhang, Jian [1 ]
Zhao, Xiaoyu [1 ]
Yu, Chuanqing [1 ]
Zhao, Min [2 ]
机构
[1] Hebei Key Lab Diag Reconstruct & Antidisaster Civ, Zhangjiakou 075000, Peoples R China
[2] Hebei Univ Architecture, Sch Foreign Languages, Zhangjiakou 075000, Peoples R China
关键词
BARRIERS; ROWS;
D O I
10.1155/2018/6285491
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
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.
引用
收藏
页数:13
相关论文
共 50 条
  • [21] Experiment study of vibration isolation by multi-rows of piles
    Wang, Zhiying
    Gui, Zunyao
    Meng, Qingjuan
    2020 2ND INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ENVIRONMENT RESOURCES AND ENERGY MATERIALS, 2021, 634
  • [22] Model tests on the bearing capacity of pervious concrete piles in silt and sand
    Xia, Han
    Du, Guangyin
    Cai, Jun
    Sun, Changshen
    GEOMECHANICS AND ENGINEERING, 2024, 38 (01) : 79 - 91
  • [23] Buckling behavior of axially loaded partially embedded concrete piles in sand
    Department of Civil Engineering, PSG College of Technology, Coimbatore, India
    Electron. J. Geotech. Eng., 2007,
  • [24] Scour at Vertical Piles in Sand-Clay Mixtures under Waves
    Dey, Subhasish
    Helkjaer, Anders
    Sumer, B. Mutlu
    Fredsoe, Jorgen
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 2011, 137 (06): : 324 - 331
  • [25] Detection of Defect in Concrete Slab Using Rayleigh Waves
    Ghosh, Debdutta
    Beniwal, Surendra
    Ganguli, Abhijit
    2015 IEEE INTERNATIONAL ULTRASONICS SYMPOSIUM (IUS), 2015,
  • [26] Characterization of ultrasonic Rayleigh surface waves in asphaltic concrete
    In, Chi-Won
    Kim, Jin-Yeon
    Kurtis, Kimberly E.
    Jacobs, Laurence J.
    NDT & E INTERNATIONAL, 2009, 42 (07) : 610 - 617
  • [27] Bearing capacity of foundations resting on rock masses subjected to Rayleigh waves
    Zhong, Junhao
    Hou, Chuantan
    Yang, Xiaoli
    JOURNAL OF SOUND AND VIBRATION, 2023, 549
  • [28] DIFFRACTION EFFECTS BETWEEN FOUNDATIONS DUE TO INCIDENT RAYLEIGH-WAVES
    TRIANTAFYLLIDIS, T
    NEIDHART, T
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1989, 18 (06): : 815 - 835
  • [29] Comparative study on bearing characteristics of pervious concrete piles in silt and clay foundations
    Cai, Jun
    Du, Guangyin
    Xia, Han
    Sun, Changshen
    GEOMECHANICS AND ENGINEERING, 2021, 27 (06) : 595 - 604
  • [30] Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space
    Liu, Z.
    Feng, T.
    Fu, Z.
    Li, C.
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2023, 60 (02) : 165 - 172