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Nonlinear Characteristics of the Pile Soil System under Vertical Vibration

  • Rashidifar M
  • Rashidifar A
  • Abertavi A
Universal Journal of Engineering Science (2016) 4(4) 59-65
DOI: 10.13189/ujes.2016.040401
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Abstract

… Figure 2. Schematic Diagram of Test Setup for Vertical Vibration … Two different static loads (10 kN and 12 kN including the weight of the pile cap and oscillator) were … For each static load, tests were conducted at four different eccentric moments We (0.187, 0.278, 0.366, and 0.450 …

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APA

Rashidifar, M. A., Rashidifar, A. A., & Abertavi, A. (2016). Nonlinear Characteristics of the Pile Soil System under Vertical Vibration. Universal Journal of Engineering Science, 4(4), 59–65. https://doi.org/10.13189/ujes.2016.040401

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