Dynamic Centrifuge Testing on Seismic Performance of Inclined Tripod Micropiles-Reference-Cited by-同舟云学术

Dynamic Centrifuge Testing on Seismic Performance of Inclined Tripod Micropiles

Published:2024 Issue:54 Volume:10 Page:2016-2019
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Kim Yoon-Ah¹,Kwon Tae-Hyuk¹,Han Jin-Tae²,Kim Jongkwan²,Kim Jae-Hyun³,Choi Dong-Hyeong¹

Affiliation:

1. Korea Advanced Institute of Science and Technology

2. Korea Institute of Civil Engineering and Building Technology

3. Kangwon National University

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/54/10_v10.OS-43-01/_pdf

Reference5 articles.

1. 1) Escoffier, S., Chazelas, J. L., & Garnier, J. (2008). Centrifuge modelling of raked piles. Bulletin of earthquake engineering, 6(4), 689-704.

2. 2) Hussien, M. N., Tobita, T., Iai, S., & Karray, M. (2016). Soil-pile-structure kinematic and inertial interaction observed in geotechnical centrifuge experiments. Soil Dynamics and Earthquake Engineering, 89, 75-84.

3. 3) Kim, T., Ahn, K., & An, S. (2021). Lateral Bearing Capacity of Triaxial Micropile by Installaton Condition. Journal of the Korean GEO-environmental Society, 22(5), 5-12 (In Korean).

4. 4) Lee, S. H., Choo, Y. W., & Kim, D. S. (2013). Performance of an equivalent shear beam (ESB) model container for dynamic geotechnical centrifuge tests. Soil Dynamics and Earthquake Engineering, 44, 102-114.

5. 5) Zhang, F., Okawa, K., & Kimura, M. (2008). Centrifuge model test on dynamic behavior of group-pile foundation with inclined piles and its numerical simulation. Frontiers of Architecture and Civil Engineering in China, 2(3), 233-241.