Numerical Analysis on the Behaviors of the Breakwater Utilizing Buoyancy for Soft Ground |
Yun, Hee-Suk
(Planning Division, Korea Institute of Construction & Transportation technology Evaluation and Planning)
Jang, In-Sung (Coastal Engrg. Research Department, Korea Ocean Research and Development Institute) Kwon, O-Soon (Coastal Engrg. Research Department, Korea Ocean Research and Development Institute) Lee, Sun-Jae (Civil Engrg. Division, SAMSUNG Corporation) |
1 | 권오순, 장인성, 박우선, 염기대 (2001), '횡하중을 받는 연약지반용 방파제의 거동, 대한토목학회 논문집, 제21권, 제3-B호, pp.237-247 |
2 | 권오순, 장인성, 박우선, 염기대 (2002), '연약지반 방파제의 압밀 침하 거동', 대한토목학회 논문집, 제22권, 제1-B호, pp.57-66 |
3 | 해양수산부 (1999), 대수심 방파제 및 연약지반 관련기술(II) |
4 | Bang, S., Preber, T., Cho, Y., Thomason, J., Karnoski, S. R., and Taylor, R. J. (2000), 'Suction Piles for Mooring of Mobile Offshore Bases', Journal of Marine Structures, No.13, pp.367-382 |
5 | Midas Information Technologies Co. (2007), Midas-GTS Version 2.0.2 |
6 | Schofield, A. N. and Wroth, C. P. (1968), Critical state soil mechanics, McGraw-Hill, New York |
7 | 해양수산부 (1997), 부산 신항 방파제 실시설계 용역 요약 보고서 |
8 | 해양수산부 (2004), 석션파일기초 방파제 실시설계 보고서 |
9 | 천병식, 정창희, 최희림 (2007), 'EPS로 뒷채움된 지반의 장기거동특성', 한국지반공학회 논문집, Vol.23, No.10, pp.151-161 과학기술학회마을 |
10 | Biot, M.A. (1941), 'General theory of three-dimensional consolidation', Journal of Applied Physics, Vol.12, pp.155-164 DOI |
11 | 김홍택, 강인규, 최효범, 박시삼(2002), 'PiledRaft 기초 적용사례 분석', 한국지반공학회 2002 봄 학술발표회 논문집, pp.597-604 |
12 | Goda, Y. (2000), Random Seas and design of maritime structure (2nd edition)-Advanced Series on ocean engineering-Volume 15, World Scientific Publishing Co., pp.126-160 |
13 | Jang, I.S., Kwon, O.S., Park, W.S., Jeong, W.M. (2007), 'lateral and consolidation behaviors of seabed-type breakwater for very soft ground', Ocean Engineering, Vol.34, No.17-18, pp.2240-2250 DOI ScienceOn |