New application of pile foundation to reinforced soil structure

T. Hara, S. Tsuji, A. Yashima, K. Sawada, N. Tatta

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

This study aims to confirm the effectiveness of applicability of pile foundation to reinforced soil structure by geogrid in order to improve the lateral stability. This paper reports the effectiveness and dynamic interaction between pile and Geo-wall, which are confirmed from a dynamic centrifuge model test (25G), and numerical simulation of the experiment's results by using two-dimensional dynamic FEM analysis with considering three-dimensional effect of pile foundation.

Original languageEnglish
Title of host publication9th International Conference on Geosynthetics - Geosynthetics
Subtitle of host publicationAdvanced Solutions for a Challenging World, ICG 2010
PublisherBrazilian Chapter of the International Geosynthetics Society
Pages1953-1956
Number of pages4
ISBN (Print)9788563456007
StatePublished - 2010
Event9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010 - Guaruja, Brazil
Duration: 2010/05/232010/05/27

Publication series

Name9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010

Conference

Conference9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010
Country/TerritoryBrazil
CityGuaruja
Period2010/05/232010/05/27

Keywords

  • Dynamic centrifuge model test
  • Numerical simulation
  • Pile foundation
  • Reinforced soil structure

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology

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