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Numerical Study on the Effect of Steel Pipe Specification on Pile Behaviour
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강관말뚝의 제원이 말뚝거동에 미치는 영향에 관한 수치해석 연구

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Type
Academic journal
Author
Journal
한국지반공학회 Journal of the Korean Geotechnical Society Vol.33 No.5 KCI Accredited Journals
Published
2017.5
Pages
37 - 44 (8page)

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Numerical Study on the Effect of Steel Pipe Specification on Pile Behaviour
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In this study, three dimensional numerical analyses were carried out to predict axial (pullout and compressive) and lateral behavior of rock-socketed steel pipe pile varying diameter, wall thickness, and length. As a result of the pile pullout analyses, it was confirmed that the pullout displacement was inversely proportional to the pile diameter for given pile length, thickness, pullout load. Load-settlement relationship of the compressive pile analyses revealed that the effect of pile thickness on pile resistance was more significant than that of pile diameter. In addition, laterally loaded pile analyses showed that pile lateral resistance is influenced above all else by pile diameter. This study showed that it is necessary to conduct numerical analyses to identify the effects of pile diameter, wall thickness, and pile length on the steel pipe pile behavior as a preliminary pile design under specified loading conditions.
#Compressive load #Laterally load #Pullout #Steel pipe pile #Numerical analysis #Resistance effect

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References (9)

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조재연 / 2010 / 말뚝두부구속조건을 고려한 말뚝지지 전면기초의 최적단면 설계 / 한국지반공학회논문집 26(12):31~40 dbpia Choi, Y. K. / 1999 / Suggestions for Improvement of Domestic Pile Foundation Design Routine - At a Viewpoint of Pile Bearing Capacity / Journal of the Korean Society of Civil Engineers 19(III-3):467~477 google schola 김영호 / 2010 / 지반의 연속성을 고려한 말뚝의 수평지반저항력 산정 / 대한토목학회 논문집C 30(4):175~183 dbpia 권오균 / 2015 / 압축하중을 받는 압입강관말뚝의 지지거동 특성 / 한국지반환경공학회 논문집 16(7):5~13 dbpia 이주형 / 2013 / 수치해석을 이용한 그룹형 석션파일의 수평방향 지지거동 분석 / 한국지반공학회논문집 29(11):119~127 dbpia

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