Load - displacement response of the suction anchor in sand : from initial to ultimate state사질토 지반에 설치된 석션 앵커의 극한 상태까지의 하중-변위 응답 평가

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Structures installed in the ocean have been increased the size of structures to enhance economy and efficiency. Since the construction on the coast was constrained by the increased size, the construction area was gradually expanded to the deep sea. The foundation systems that are directly connected to the existing structure are vulnerable to lateral moments exerted by the current and service load. Therefore, in deep seas, it has been considered that the concept of floating structures that are not directly connected to anchors is suitable. In order to hold this floating structure, various anchor foundations have been proposed. Having great advantages in installation, utility, and capacity, suction anchors have been considered as one of the optimized anchor foundations for floating structures. The study of suction anchors focused on ultimate bearing capacity. However, in situ condition, the floating structures are under the live load rather than the ultimate state. Thus, a studies about the suction anchor behavior prior to the ultimate state is needed. However, studies on the deformation of suction anchors, in particular, rotational deformation and variations of stiffness have been very limited. Therefore, it is necessary to study anchor behavior according to strain in order to predict the change of capacity due to the rotational deformation or deformation of the anchor before the ultimate state. Therefore, in this study, the main object is the evaluations of the behavior of suction anchors from the initial to the ultimate state. The behavior of anchors includes the pull-out capacity, stiffness change, and deformation (rotation). The comprehensive characteristics of suction anchors in sandy soils were analyzed, and a detailed study was conducted focusing on rotational and rigid deformations for the whole strain level. Finally, the response of the load-displacement curve according to the anchor behavior was analyzed and it is emphasized the necessity to analyze the behavior before the ultimate state in order to understand the suction anchor.
Advisors
Kim, Dong-Sooresearcher김동수researcher
Description
한국과학기술원 :건설및환경공학과,
Publisher
한국과학기술원
Issue Date
2020
Identifier
325007
Language
eng
Description

학위논문(석사) - 한국과학기술원 : 건설및환경공학과, 2020.2,[viii, 91 p. :]

Keywords

Centrifuge▼asuction anchor▼apullout stiffness▼arotational deformation▼alow strain level; 센트리퓨지▼a석션 앵커▼a인발 강성▼a회전 변형▼a저변형률

URI
http://hdl.handle.net/10203/283944
Link
http://library.kaist.ac.kr/search/detail/view.do?bibCtrlNo=910660&flag=dissertation
Appears in Collection
CE-Theses_Master(석사논문)
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