Analyses of the lateral force on stabilizing piles in sandy slope

Yi He, Hemanta Hazarika, Naoto Watanabe, Hiroki Sugahara

Research output: Contribution to conferencePaper

1 Citation (Scopus)

Abstract

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.

Original languageEnglish
Pages1099-1102
Number of pages4
DOIs
Publication statusPublished - Jan 1 2015
Event15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015 - Fukuoka, Kyushu, Japan
Duration: Nov 9 2015Nov 13 2015

Other

Other15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015
CountryJapan
CityFukuoka, Kyushu
Period11/9/1511/13/15

Fingerprint

Piles
pile
soil movement
Soils
soil
arching
simulation
Computer simulation
methodology

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology
  • Soil Science

Cite this

He, Y., Hazarika, H., Watanabe, N., & Sugahara, H. (2015). Analyses of the lateral force on stabilizing piles in sandy slope. 1099-1102. Paper presented at 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, Japan. https://doi.org/10.3208/jgssp.JPN-055

Analyses of the lateral force on stabilizing piles in sandy slope. / He, Yi; Hazarika, Hemanta; Watanabe, Naoto; Sugahara, Hiroki.

2015. 1099-1102 Paper presented at 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, Japan.

Research output: Contribution to conferencePaper

He, Y, Hazarika, H, Watanabe, N & Sugahara, H 2015, 'Analyses of the lateral force on stabilizing piles in sandy slope', Paper presented at 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, Japan, 11/9/15 - 11/13/15 pp. 1099-1102. https://doi.org/10.3208/jgssp.JPN-055
He Y, Hazarika H, Watanabe N, Sugahara H. Analyses of the lateral force on stabilizing piles in sandy slope. 2015. Paper presented at 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, Japan. https://doi.org/10.3208/jgssp.JPN-055
He, Yi ; Hazarika, Hemanta ; Watanabe, Naoto ; Sugahara, Hiroki. / Analyses of the lateral force on stabilizing piles in sandy slope. Paper presented at 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, Japan.4 p.
@conference{fd405ecabeab4989b5a773af6904d160,
title = "Analyses of the lateral force on stabilizing piles in sandy slope",
abstract = "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.",
author = "Yi He and Hemanta Hazarika and Naoto Watanabe and Hiroki Sugahara",
year = "2015",
month = "1",
day = "1",
doi = "10.3208/jgssp.JPN-055",
language = "English",
pages = "1099--1102",
note = "15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015 ; Conference date: 09-11-2015 Through 13-11-2015",

}

TY - CONF

T1 - Analyses of the lateral force on stabilizing piles in sandy slope

AU - He, Yi

AU - Hazarika, Hemanta

AU - Watanabe, Naoto

AU - Sugahara, Hiroki

PY - 2015/1/1

Y1 - 2015/1/1

N2 - 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.

AB - 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.

UR - http://www.scopus.com/inward/record.url?scp=84971463518&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84971463518&partnerID=8YFLogxK

U2 - 10.3208/jgssp.JPN-055

DO - 10.3208/jgssp.JPN-055

M3 - Paper

AN - SCOPUS:84971463518

SP - 1099

EP - 1102

ER -