Ultimate lateral capacity of rigid spiral pile under monotonic loading in dense sandy soil

Amarbayar Jugdernamjil, Noriyuki Yasufuku, Tsoggerel Tsamba

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

1g model test is carried out to evaluate the ultimate lateral capacity of the spiral model pile. The model piles are scaled down using a proper similarity equation. In order to identify the lateral capacity of the spiral model pile, the conventional pipe and flat bar model piles were conducted as well. To estimate the rigid spiral pile's ultimate lateral capacity in dense sandy soil, a simplified model is proposed based on Winkler`s assumption by modifying an ultimate lateral soil resistance.

Original languageEnglish
Title of host publicationProceedings of the 31st International Ocean and Polar Engineering Conference, ISOPE 2021
PublisherInternational Society of Offshore and Polar Engineers
Pages1361-1368
Number of pages8
ISBN (Print)9781880653821
Publication statusPublished - 2021
Event31st International Ocean and Polar Engineering Conference, ISOPE 2021 - Virtual, Online
Duration: Jun 20 2021Jun 25 2021

Publication series

NameProceedings of the International Offshore and Polar Engineering Conference
ISSN (Print)1098-6189
ISSN (Electronic)1555-1792

Conference

Conference31st International Ocean and Polar Engineering Conference, ISOPE 2021
CityVirtual, Online
Period6/20/216/25/21

All Science Journal Classification (ASJC) codes

  • Energy Engineering and Power Technology
  • Ocean Engineering
  • Mechanical Engineering

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