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.
| 元の言語 | 英語 |
|---|---|
| ページ | 1099-1102 |
| ページ数 | 4 |
| DOI | |
| 出版物ステータス | 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 2015 → 11 13 2015 |
その他
| その他 | 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015 |
|---|---|
| 国 | 日本 |
| 市 | Fukuoka, Kyushu |
| 期間 | 11/9/15 → 11/13/15 |
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All Science Journal Classification (ASJC) codes
- Geotechnical Engineering and Engineering Geology
- Soil Science
これを引用
Analyses of the lateral force on stabilizing piles in sandy slope. / He, Yi; Hazarika, Hemanta; Watanabe, Naoto; Sugahara, Hiroki.
2015. 1099-1102 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, 日本.研究成果: 会議への寄与タイプ › 論文
}
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 -