Geomechanics and Engineering

  • 제17권4호
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  • Pages.317-322
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  • 2019
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Simplification analysis of suction pile using two dimensions finite element modeling

  • Hendriyawan, Hendriyawan (Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung) ;
  • Primananda, M. Abby (Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung) ;
  • Puspita, Anisa Dwi (Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung) ;
  • Guo, Chao (Shanxi Lu'an Mining (Group) Co.,Ltd.) ;
  • Hamdhan, Indra Noer (Faculty of Civil and Planning Engineering, Institut Teknologi Nasional) ;
  • Tahir, M.M. (UTM Construction Research Centre, Institute for Smart Infrastructure and Innovative Construction (ISIIC), Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Pham, Binh Thai (Institute of Research and Development, Duy Tan University) ;
  • Mu'azu, M.A. (Civil Engineering Department, University of Hafr Al-Batin) ;
  • Khorami, Majid (Universidad UTE, Facultad de Arquitectura y Urbanismo, Calle Rumipamba s/n y Bourgeois)
  • 투고 : 2018.11.24
  • 심사 : 2019.02.19
  • 발행 : 2019.03.20
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents the results of parametric analyses to compute the axial capacity of a suction pile using 2D and 3D finite element approaches. The study is intended to simplify the process of analyzing suction piles from 3D to 2D model. The research focuses on obtaining the coefficient to be applied into the 2D model in order to obtain results that are as close as possible to the 3D model. Two 2D models were used in the analysis, namely the plane strain and axisymmetric models. The analyses were performed using two actual offshore soil data of the North and West Java Indonesia. The study reveals that the simplification of model through 2D Finite Element is achievable by applying the appropriate coefficient to the stiffness parameters. The results show that the simplified model of the 2D FEA provides more conservative results (with the difference between 2% to 7%) than the 3D FEA.

키워드

과제정보

연구 과제 주관 기관 : Institute of Technology Bandung

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피인용 문헌

  1. Effects of the Installation Method, Loading Condition, and Failure Mechanism on the Behavior of Suction Piles under Monotonic Horizontal Loading vol.9, pp.12, 2019, https://doi.org/10.3390/jmse9121333