Seong-Seung Kang
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Seong-Seung Kang has a total of 5 co-authors. Here are the top co-authors by number of shared publications:
Atsuo Hirata
RS Technology Co., Ltd. and Sojo University, Kumamoto 862-0941, Japan
1 shared publicationBo-An Jang
Department of Geophysics, Kangwon National University, Chuncheon 24341, Republic of Korea
1 shared publication- Daehyeon Kim
Department of Civil Engineering, Chosun University, Gwangju 61452, Republic of Korea
1 shared publication - Jeongdu Noh
Engineering Technology Institute, Chosun University, Gwangju 61452, Republic of Korea
1 shared publication Yong-Seok Seo
Department of Earth and Environment Sciences, Chungbuk National University, Cheongju 28644, Republic of Korea
1 shared publication
Latest Publications
- Open Access
- 18 August 2025
- Published by Elsevier in KSCE Journal of Civil Engineering
- Vol. 30 (3)
Evaluation of prediction models for slope stability on road cut slopes using XGBoost, LightGBM, and CatBoost
- 18 August 2025
- Published by Elsevier in KSCE Journal of Civil Engineering
- Vol. 30 (3)
Open AccessEvaluation of prediction models for slope stability on road cut slopes using XGBoost, LightGBM, and CatBoost
- Open Access
- 29 August 2017
- Published by Wiley in Advances in Materials Science and Engineering
- Vol. 2017, 1-9
Interaction between an Eco-Spiral Bolt and Crushed Rock in a Borehole Evaluated by Pull-Out Testing
The interactions between an eco-spiral bolt and crushed rocks in a borehole were evaluated by pull-out testing in a laboratory and numerical analysis. The porosity of the crushed rock surrounding the bolt depended on the size of the eco-spiral bolt and affected the eco-spiral bolt’s axial resistance force. The axial resistance force and the porosity of the crushed rocks in the borehole showed an inverse relationship. The porosity was also related to the size of the eco-spiral bolt. The maximum principal stress between the bolt and the rock was related to the porosity of the crushed rock and the size difference between the eco-spiral bolt and the borehole. At low porosity the experimental and numerical analyses show similar relationships between the axial resistance force and the displacement. However, at high porosity, the numerical results deviated greatly from the experimental observation. The initial agreement is attributed to the state of residual resistance after the maximum axial resistance force, and the latter divergence was due to the decreasing axial resistance force owing to slippage.
- 29 August 2017
- Published by Wiley in Advances in Materials Science and Engineering
- Vol. 2017, 1-9
Open AccessInteraction between an Eco-Spiral Bolt and Crushed Rock in a Borehole Evaluated by Pull-Out Testing
The interactions between an eco-spiral bolt and crushed rocks in a borehole were evaluated by pull-out testing in a laboratory and numerical analysis. The porosity of the crushed rock surrounding the bolt depended on the size of the eco-spiral bolt and affected the eco-spiral bolt’s axial resistance force. The axial resistance force and the porosity of the crushed rocks in the borehole showed an inverse relationship. The porosity was also related to the size of the eco-spiral bolt. The maximum principal stress between the bolt and the rock was related to the porosity of the crushed rock and the size difference between the eco-spiral bolt and the borehole. At low porosity the experimental and numerical analyses show similar relationships between the axial resistance force and the displacement. However, at high porosity, the numerical results deviated greatly from the experimental observation. The initial agreement is attributed to the state of residual resistance after the maximum axial resistance force, and the latter divergence was due to the decreasing axial resistance force owing to slippage.