Journal of Advanced Research in Ocean Engineering

  • 제3권4호
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  • Pages.158-164
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  • 2017
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  • 2384-1052(pISSN)
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  • 2384-1060(eISSN)
한국해양공학회 (Korean Society of Ocean Engineers)
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Numerical Analysis of Peak Uplift Resistance for Pipelines Buried In Sand

  • Kwon, Dae-Hean (Ocean Engineering Department, Korea Maritime and Ocean University) ;
  • Seo, Young-Kyo (Ocean Engineering Department, Korea Maritime and Ocean University)
  • 투고 : 2017.08.02
  • 심사 : 2017.11.11
  • 발행 : 2017.12.31
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초록

A pipeline is one of the most important structures for the transportation of fluids such as oil, natural gas, and wastewater. The uplift behavior of pipelines caused by earthquakes and buoyancy is one of the reasons for the failure of pipelines. The objective of this study is to examine the peak uplift resistance using parametric studies with numerical modeling of PLAXIS 3D Tunnel. The effects of burial depth and pipe diameter on the uplift resistance of loose and dense sand were first examined. Subsequently, the effects of the length of geogrid layers and the number of geogrid layers were examined to prevent uplift behavior.

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참고문헌

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