상세 보기
Effect of bedrock depth on the lateral behavior of monopiles
- Choi, Y.;
- Kim, G.;
- Kwon, O.;
- Youn, H.
Citations
SCOPUS
1초록
This paper presents the effect of bedrock depth on the lateral behavior of monopiles in terms of load-displacement curve at pile head, displacement and moment along the pile. Finite difference analysis program, FLAC3D, was adopted to create a 1-m-diameter monopile embedded into sands. The bedrock depth was varied from 5 m to 30 m from ground surface. In this study, it was observed that the lateral behavior of monopile was significantly affected when the bed was as shallow as 5 m deep. The differences were negligible for other cases with depth greater than 10 m. © 2014 American Society of Civil Engineers.
키워드
Petroleum engineering; Rock mechanics; Bedrock depth; Finite-difference analysis; Ground surfaces; Load-displacement curve; Monopile; Monopiles; Pile head; Piles
- 제목
- Effect of bedrock depth on the lateral behavior of monopiles
- 저자
- Choi, Y.; Kim, G.; Kwon, O.; Youn, H.
- 발행일
- 2014
- 유형
- Conference Paper
- 저널명
- Geotechnical Special Publication
- 호
- 237 GSP
- 페이지
- 191 ~ 197
- 언어
- ENG
- 출판사
- American Society of Civil Engineers (ASCE)
- 분량
- 7 페이지
- ISSN
- P 0895-0563