Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2003.03a
- /
- Pages.427-430
- /
- 2003
A Study on Axially and Laterally Loaded Steel Sheet Pile Bridge Abutment
축하중 및 횡하중을 받는 강널말뚝 교대에 관한 연구
- Chung, Ha-Ik (Dept. of Civil Eng., KICT) ;
- Oh, In-Kyu (Dept. of Civil Eng., KICT) ;
-
Yoo, Jun
(Dept. of Civil Eng., KICT)
;
- Eun, Sung-Woon (Marketing Development Team, INIsteel) ;
- Son, In-Goon (Marketing Development Team, INIsteel) ;
- Lee, Sung-Yeol (Kyunghan Co., Ltd) ;
- Kim, Hyung-Koo (Kyunghan Co., Ltd) ;
-
Lee, Young-Ho
(CTtech)
- 정하익 (한국건설기술연구원 토목연구부) ;
- 오인규 (한국건설기술연구원 토목연구부) ;
-
유준
(한국건설기술연구원 토목연구부)
;
- 은성운 (아이 엔 아이 스틸(주)) ;
- 손인군 (아이 엔 아이 스틸(주)) ;
- 이성열 ((주)경한) ;
- 김형구 ((주)경한) ;
-
이영호
((주)씨티기술단)
- Published : 2003.03.01
Abstract
Steel piling for abutments of new and replacement bridges can be aesthetically attractive and cost effective. Use of embedded steel sheet piling brings savings in dead load, provides a compliant retaining wall, and permits speedier construction. In addition, for replacement bridge projects, traffic interruption can be minimized. It is hoped that this study will encourage designers and constructors to consider a steel substructure option more frequently during the conceptual and preliminary design phases of projects and thereby to take advantage of the Potential to construction more efficiently.