한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2004년도 춘계학술발표회
- /
- Pages.561-564
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- 2004
강널말뚝 교대의 응력 및 변형 해석
Analysis of Stress and Strain for Steel Sheet Pile Bridge Abutment
- 정하익 (한국건설기술연구원 지반연구부) ;
-
유준
(한국건설기술연구원 지반연구부)
;
- 오인규 (한국건설기술연구원 지반연구부) ;
- 은성운 (아이 엔 아이 스틸(주)) ;
- 손인군 (아이 엔 아이 스틸(주)) ;
- 이성열 ((주)경한) ;
- 김형구 ((주)경한)
- Chung, Ha-Ik (Dept. of Civil Eng., KICT) ;
-
You, Jun
(Dept. of Civil Eng., KICT)
;
- Oh, In-Kyu (Dept. of Civil Eng., KICT) ;
- Eun, Seong-Woon (Marketing Development Team, INIsteel) ;
- Son, In-Goon (Marketing Development Team, INIsteel) ;
- Lee, Sung-Yeol (Kyunghan Co., Ltd) ;
- Kim, Hyung-Koo (Kyunghan Co., Ltd)
- 발행 : 2004.03.25
초록
Steel sheet pile can be alternative material for bridge abutment for. The steel sheet pile bridge abutment is new and replacement bridge abutment due to its 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. In this paper, an analysis of stress and strain for steel sheet pile bridge abutment was conducted. From the analysis results, the stress and strain characteristics of steel sheet pile bridge abutment with variations of steel sheet pile parameters is suggested.