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A pneumatic shaking table and its application to a liquefaction test on saturated sand

Author

Listed:
  • Bin Ye
  • Guanlin Ye
  • Weimin Ye
  • Feng Zhang

Abstract

The shaking tables that are used in earthquake engineering are normally driven by hydraulic actuators, which require high maintenance and operation costs. In some studies, when it is only desirable to conduct small-scaled model tests, a pneumatic shaking table can be considered as an alternative to a hydraulic shaking table. This paper describes the design, development, calibration, and performance of a pneumatic shaking table system. It was proved that the pneumatic shaking table can offer satisfactory performances. Using the pneumatic shaking table, a liquefaction test on saturated sand was conducted. During liquefaction, both the stiffness and acceleration response of the ground greatly decreased. In comparison to the sharp increase in excess pore water pressure (EPWP) when liquefaction started, the dissipation process lasted for a much longer time period. Copyright Springer Science+Business Media Dordrecht 2013

Suggested Citation

  • Bin Ye & Guanlin Ye & Weimin Ye & Feng Zhang, 2013. "A pneumatic shaking table and its application to a liquefaction test on saturated sand," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 66(2), pages 375-388, March.
  • Handle: RePEc:spr:nathaz:v:66:y:2013:i:2:p:375-388
    DOI: 10.1007/s11069-012-0489-6
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    Cited by:

    1. Renjitha Varghese & G. Madhavi Latha, 2014. "Shaking table tests to investigate the influence of various factors on the liquefaction resistance of sands," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 73(3), pages 1337-1351, September.
    2. Jiji Krishnan & Shruti Shukla, 2022. "Shake table testing of liquefaction mitigation efficiency on pile foundations in sand stabilised with colloidal silica," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 111(3), pages 2317-2341, April.

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