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Interaction of Buried Pipeline with Soil Under Different Loading Cases Cover

Interaction of Buried Pipeline with Soil Under Different Loading Cases

By: Martin Magura  
Open Access
|Oct 2016

References

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  3. Turček, P. – Hulla, J.: Foundation Engineering, Bratislava: Jaga group, 2004
  4. Peijung: Numerical Modeling of Pipe – Soil Interaction under Oblique Loading, Journal of Geotechnical and Geoenviromental Engineering. Vol. 131, No.2, February 2005, ASCE, 200510.1061/(ASCE)1090-0241(2005)131:2(260)
  5. 3D Finite Element Analysis of Pipe-soil Interaction – Effects of Groundwater, Final Report C-Core Report R-02-029-076, Canada, Feb. 2003
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  7. S. Zhang, J. – Liang, Z. – Zhao, G.: Mechanical Behaviour Analysis of a Buried Steel Pipeline Underground Overload, Engineering Failure Analysis, Vol. 63, May 01, 2016, pp. 131-145, ISSN: 13506307, Elsevier, 2016
  8. Scheiner, S. – Pichler B. – Hellmich Ch. – Eberhardsteiner, J.: Loading of Soil-covered Oil and Gas Pipelines due to Adverse Soil Settlements – Protection Against Thermal Dilatation-induced Wear, Involving Geosynthetics, Computers and Geotechnics, Vol. 33, No. 8, Elsevier, 200610.1016/j.compgeo.2006.08.003
  9. Newson, T. A. – Deljoui, P.: Finite Element Modelling of Upheaval Buckling of Buried Offshore Pipelines in Clayey Soils, ACSE 200710.1061/40862(194)47
DOI: https://doi.org/10.1515/sjce-2016-0014 | Journal eISSN: 1338-3973 | Journal ISSN: 1210-3896
Language: English
Page range: 29 - 35
Published on: Oct 8, 2016
Published by: Slovak University of Technology in Bratislava
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2016 Martin Magura, published by Slovak University of Technology in Bratislava
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.