Influence of the three-dimensional effect of pile-soil system on the vertical dynamic response of large-diameter piles in low-strain integrity testing

HIGHLIGHTS

  • who: Wenjie Guan and colleagues from the Faculty of Engineering, Zhejiang Institute, China University of Geosciences, Wuhan, China have published the Article: Influence of the Three-Dimensional Effect of Pile-Soil System on the Vertical Dynamic Response of Large-Diameter Piles in Low-Strain Integrity Testing, in the Journal: Energies 2022, 9548 of /2022/
  • what: In this paper, to investigate the influence of the 3D effect of the pile-soil system on the vertical dynamic response of large-diameter piles, both the pile and surrounding soil are simulated using a 3D continuum model considering the . . .

     

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