Centrifuge Model Test on the Bearing Capacity and Failure Mechanism of Composit Ground Improved with Slag Compaction Piles
![]() |
Yoo Nam-Jae
(Dept. of Civil Eng., Kangwon National Univ.)
Park Byung-Soo (Dept. of Civil Eng., Kangwon National Univ.) Jeong Gil-Soo (Dept. of Civil Eng., Kangwon National Univ.) Koh Kyung-Hwan (Samsung Corp.) Kim Ji-Sung (Samsung Heavy Industries co., Civil Construction Div., Deputy General Manager) |
1 | 김영수, 방인호, 박영화, 차주석, 김건태 (2001), '제강슬래그를 활용한 Stone column 공볍의 현장시험시공 사례연구(III)', 2001 대한토목학회 학술발표대회논문 |
2 | 이미혜 (1999), 다짐말뚝 채움재로서 슬래그의 적용성 연구, 명지대학교 대학원 토목공학과 공학석사학위논문 |
3 | Matsuo, M. (1967), 'Stability analysis of clay improved with sand piles', Tsuchi to Kiso, Vol.15, No.12, pp.27-35 |
4 | 천병식 (2001), 동제련 슬래그 골재의 토목공사에의 활용, 동제련슬래그의 건설용 골재활용 심포지움, 한국건설기술연구원 |
5 | Hughes, J.M.O. and Withers, N.J. (1974), 'Reinforcing of soft cohesive soils with stone column', Ground Engineering, Vol.7, No.3, May, pp.42-49 |
6 | SAGE CRISP (2000), User's guide and technical reference guide, SAGE Engineering Ltd |
7 | 제강슬래그협회 (2000), 제강슬래그 항만공사용 이용안내서, 포항종합제철 |
8 | 해양수산부 (1999), 대수심방파제 및 연약지반 관련기술(II), 해양수산부 |
9 | Masaaki, T. and Masaki, K. (1990), 'Bearing capacity of clay ground improved by sand compaction piles of low replacement area ratio', Report of The Port and Harbour Research Institute, Vol.29, No.2, pp.119-147 |
10 | Roscoe, K. H and Burland, J. B. (1968), 'On the generalized stress-strain behavior of wet clays', Proceedings of Eng., Plasticity, Cambridge, Cambridge University Press, England, pp.535-609 |
![]() |