Analyses of the lateral force on stabilizing piles in sandy slope

Yi He, Hemanta Hazarika, Naoto Watanabe, Hiroki Sugahara

研究成果: Contribution to conferencePaper査読

1 被引用数 (Scopus)

抄録

In the past, horizontal semi-infinite soil grounds were utilized to analyze the response of the stabilizing piles due to lateral soil movement or lateral force loading. In this study, a limit equilibrium method analyzing the lateral force on stabilizing piles that embedded in semi-infinite slopes is presented. In addition, the soil arching effects between two neighboring stabilizing piles are analyzed, and the lateral active stress in the rear of the piles is obtained. Furthermore, the squeezing effect between the two piles proposed by Ito and Matsui is combined with the lateral active stress in the slope to evaluate the distribution of the lateral force of the stabilizing piles in sandy slopes. The numerical simulation using FLAC3D is utilized to validate the proposed approach. The simulation shows that the proposed model could reasonably predict the lateral force acting on the stabilizing piles embedded in the slope.

本文言語英語
ページ1099-1102
ページ数4
DOI
出版ステータス出版済み - 1 1 2015
イベント15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015 - Fukuoka, Kyushu, 日本
継続期間: 11 9 201511 13 2015

その他

その他15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015
Country日本
CityFukuoka, Kyushu
Period11/9/1511/13/15

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology
  • Soil Science

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