Dynamic behavior of single pile from 1g shaking table tests

Hyunsung Lim, S. Jeong

Research output: Contribution to conferencePaperpeer-review

Abstract

In this study, the dynamic behavior of a single pile in dry sand was investigated based on 1g shaking table tests. The studies were performed by controlling loading frequencies, acceleration amplitudes, pile head mass and soil conditions. Based on the test results, the resonant frequency of a soil-pile system varies depending on the acceleration amplitude, the relative density of the soil and superstructure mass. Also, it was found that inertia force like acceleration amplitude and superstructure mass, and relation of the resonant frequency of soil-pile system and loading frequency have a great influence on dynamic p-y curve.

Original languageEnglish
Publication statusPublished - 2020 Jan 1
Event16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 - Taipei, Taiwan, Province of China
Duration: 2019 Oct 142019 Oct 18

Conference

Conference16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019
CountryTaiwan, Province of China
CityTaipei
Period19/10/1419/10/18

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology

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