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Model Research on the Deformation Behavior of Geogrid Supported by Rigid-Flexible Piles Under Cyclic Loading

  • 2022
  • OriginalPaper
  • Chapter
Published in:
Authors
Kaifu Liu
Yonghao Cai
Yi Hu
Dazhi Wu
Zhenying Zhang
Published in
Advances in Transportation Geotechnics IV
Publisher
Springer International Publishing

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Abstract

The chapter delves into the deformation behavior of geogrid supported by rigid-flexible piles under cyclic loading, a critical aspect of geotechnical engineering. By conducting model tests, the authors analyze the influence of load amplitude, waveform, and frequency on geogrid strain. The results reveal that the strain variation in the geogrid is consistent with the characteristics of the applied cyclic load. Notably, the geogrid strain near the edge of flexible piles is significantly affected by changes in load amplitude and frequency, highlighting the importance of careful consideration in engineering design. The chapter also compares the strain responses under different load waveforms, providing valuable data for practical applications in civil engineering projects.
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previous chapter Shearing Behaviour of Jointed Rocks Under Monotonic and Cyclic Loading with Varying Gouge Materials
next chapter Resistance Characteristics of Piles Under Distributed Lateral Loading in the Perpendicular Pile Axis Direction
Title
Model Research on the Deformation Behavior of Geogrid Supported by Rigid-Flexible Piles Under Cyclic Loading
Authors
Kaifu Liu
Yonghao Cai
Yi Hu
Dazhi Wu
Zhenying Zhang
Copyright Year
2022
Book
Advances in Transportation Geotechnics IV

Print ISBN: 978-3-030-77237-6

Electronic ISBN: 978-3-030-77238-3

Copyright Year: 2022

DOI
https://doi.org/10.1007/978-3-030-77238-3_76
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