The behavior analysis of buried pipeline considering longitudinal permanent ground deformation

Yun Mook Lim, Moon Kyum Kim, Tae Wook Kim, Jae Won Jang

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

In this study, a numerical model is developed for the analysis of buried pipeline considering longitudinal PGD due to liquefaction induced lateral spreading. Buried pipelines and surrounding soils are modeled as a continuous pipeline using beam elements and a series of elasto-plastic springs uniformly distributed along the pipeline, respectively. Idealized various PGD patterns based on the observation are used as a loading configuration and the length of the lateral spreading zone is considered as a loading parameter. Numerical results are verified with other research results and efficient applicability of the developed procedure is shown. Analyses are performed by varying different parameters such as PGD pattern, pipe diameter and pipe thickness. Finally, the critical length of the lateral spreading zone and the critical magnitude of PGD which cause local buckling failure are proposed for the steel pipe which are normally used in Korea.

Original languageEnglish
Title of host publicationPipelines 2001
Subtitle of host publicationAdvances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference
DOIs
Publication statusPublished - 2004 Dec 1
EventPipelines 2001: Advances in Pipeline Engineering and Construction - San Diego, CA, United States
Duration: 2001 Jul 152001 Jul 18

Publication series

NamePipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference
Volume107

Other

OtherPipelines 2001: Advances in Pipeline Engineering and Construction
CountryUnited States
CitySan Diego, CA
Period01/7/1501/7/18

Fingerprint

Prostaglandins D
Pipelines
Pipe
Plastics applications
Steel pipe
Liquefaction
Buckling
Numerical models
Soils

All Science Journal Classification (ASJC) codes

  • Energy Engineering and Power Technology
  • Mechanics of Materials
  • Metals and Alloys

Cite this

Lim, Y. M., Kim, M. K., Kim, T. W., & Jang, J. W. (2004). The behavior analysis of buried pipeline considering longitudinal permanent ground deformation. In Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference (Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference; Vol. 107). https://doi.org/10.1061/40574(2001)3
Lim, Yun Mook ; Kim, Moon Kyum ; Kim, Tae Wook ; Jang, Jae Won. / The behavior analysis of buried pipeline considering longitudinal permanent ground deformation. Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference. 2004. (Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference).
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abstract = "In this study, a numerical model is developed for the analysis of buried pipeline considering longitudinal PGD due to liquefaction induced lateral spreading. Buried pipelines and surrounding soils are modeled as a continuous pipeline using beam elements and a series of elasto-plastic springs uniformly distributed along the pipeline, respectively. Idealized various PGD patterns based on the observation are used as a loading configuration and the length of the lateral spreading zone is considered as a loading parameter. Numerical results are verified with other research results and efficient applicability of the developed procedure is shown. Analyses are performed by varying different parameters such as PGD pattern, pipe diameter and pipe thickness. Finally, the critical length of the lateral spreading zone and the critical magnitude of PGD which cause local buckling failure are proposed for the steel pipe which are normally used in Korea.",
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Lim, YM, Kim, MK, Kim, TW & Jang, JW 2004, The behavior analysis of buried pipeline considering longitudinal permanent ground deformation. in Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference. Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference, vol. 107, Pipelines 2001: Advances in Pipeline Engineering and Construction, San Diego, CA, United States, 01/7/15. https://doi.org/10.1061/40574(2001)3

The behavior analysis of buried pipeline considering longitudinal permanent ground deformation. / Lim, Yun Mook; Kim, Moon Kyum; Kim, Tae Wook; Jang, Jae Won.

Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference. 2004. (Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference; Vol. 107).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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N2 - In this study, a numerical model is developed for the analysis of buried pipeline considering longitudinal PGD due to liquefaction induced lateral spreading. Buried pipelines and surrounding soils are modeled as a continuous pipeline using beam elements and a series of elasto-plastic springs uniformly distributed along the pipeline, respectively. Idealized various PGD patterns based on the observation are used as a loading configuration and the length of the lateral spreading zone is considered as a loading parameter. Numerical results are verified with other research results and efficient applicability of the developed procedure is shown. Analyses are performed by varying different parameters such as PGD pattern, pipe diameter and pipe thickness. Finally, the critical length of the lateral spreading zone and the critical magnitude of PGD which cause local buckling failure are proposed for the steel pipe which are normally used in Korea.

AB - In this study, a numerical model is developed for the analysis of buried pipeline considering longitudinal PGD due to liquefaction induced lateral spreading. Buried pipelines and surrounding soils are modeled as a continuous pipeline using beam elements and a series of elasto-plastic springs uniformly distributed along the pipeline, respectively. Idealized various PGD patterns based on the observation are used as a loading configuration and the length of the lateral spreading zone is considered as a loading parameter. Numerical results are verified with other research results and efficient applicability of the developed procedure is shown. Analyses are performed by varying different parameters such as PGD pattern, pipe diameter and pipe thickness. Finally, the critical length of the lateral spreading zone and the critical magnitude of PGD which cause local buckling failure are proposed for the steel pipe which are normally used in Korea.

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Lim YM, Kim MK, Kim TW, Jang JW. The behavior analysis of buried pipeline considering longitudinal permanent ground deformation. In Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference. 2004. (Pipelines 2001: Advances in Pipeline Engineering and Construction - Proceedings of the Pipeline 2001 Conference). https://doi.org/10.1061/40574(2001)3