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Analysis and Mitigation Techniques for Axial Landslides to Pipeline: Case Study KM 35+690 Ocensa

[+] Author Affiliations
Andrés Ocampo, Jon Hernandez, Julian Corrales

Ocensa, Bogotá, Colombia

Mauricio Pereira Ordoñez

Solsin S.A.S., Bogotá, Colombia

Paper No. IPG2017-2524, pp. V001T03A006; 8 pages
doi:10.1115/IPG2017-2524
From:
  • ASME 2017 International Pipeline Geotechnical Conference
  • ASME 2017 International Pipeline Geotechnical Conference
  • Lima, Peru, July 25–26, 2017
  • Conference Sponsors: Pipeline Systems Division
  • ISBN: 978-0-7918-5762-5
  • Copyright © 2017 by ASME

abstract

The present paper presents the analysis, carried out by the Ocensa pipeline, against a case of longitudinal or axial landslide to the pipeline in the KM 35 + 690, starting from the identification by inertial tool, the geotechnical characterization and the analysis of Soil-pipe interaction, excavation and stress relief and the techniques used to mitigate the effects of sliding on the pipe.

Copyright © 2017 by ASME
Topics: Pipelines , Landslides

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