Torsional vibration solution of tapered pile considering stress diffusion effect of pile end soil

Wenjie Guan, Wenbing Wu, Guosheng Jiang, Chin Jian Leo, Hao Liu

Research output: Chapter in Book / Conference PaperConference Paperpeer-review

2 Citations (Scopus)

Abstract

![CDATA[Based on the torsional plane strain model and tapered fictitious soil pile model, the torsional vibration characteristics of tapered pile considering stress diffusion effect of pile end soil is investigated theoretically. Considering the coupling conditions of pile-soil system, the torsional impedance at the tapered pile head is obtained by means of Laplace transform and impedance transfer method. A parametric study is performed, the rationality of the tapered fictitious soil model is verified and the influence of the cone angle of tapered fictitious soil pile on the torsional vibration characteristics of tapered pile embedded in layered soil is studied. The results show that: the cone angle of tapered fictitious soil pile has obvious effect on the torsional vibration characteristics of tapered pile with the shorter length.]]
Original languageEnglish
Title of host publicationProceedings 5th International Conference on Civil and Hydraulic Engineering, 10-12 May 2019, Hohai University, Nanjing, China
PublisherInstitute of Physics Publishing
Number of pages7
DOIs
Publication statusPublished - 2019
EventInternational Conference on Civil and Hydraulic Engineering -
Duration: 10 May 2019 → …

Publication series

Name
ISSN (Print)1755-1307

Conference

ConferenceInternational Conference on Civil and Hydraulic Engineering
Period10/05/19 → …

Open Access - Access Right Statement

Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence (https://creativecommons.org/licenses/by/3.0/). Any further distribution of this work must maintain attribution to the author(s) and the title of the work_journal citation and DOI.

Keywords

  • piles (civil engineering)
  • soil mechanics
  • torsion
  • vibration

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