Chapter
Aug 10, 2023

Bowing of a Pipeline from Longitudinal Compressive Stress Induced by Ground Movement

ABSTRACT

This paper concerns a case history of a buried gas transmission line which had been exposed to mine subsidence ground movements. The mine subsidence movements were the result of longwalling ore at a depth of approximately 1,600 ft. As the extraction of the ore progressed, the stress in the monitored pipeline worsened and was approaching unacceptable levels. The excessive pipe compression resulted when it was exposed to the compression zone of the subsidence basin created by the mining. In order to relieve ground movement induced compressive stress, the line was uncovered. As more of the pipeline was exposed, the pipe abruptly bowed in the trench excavation. An analysis of this pipe deformation which was performed is provided in this paper. This bowing/buckling phenomenon is not specifically covered in the ASME code. Also, discussed in this paper are ways to mitigate this pipe deformation or upheaval buckling from occurring.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

AISC (American Institute of Steel Construction). Specification for Structural Buildings, 2017.
ASME. ASME B31.8., Gas Transmission and Distribution Piping Systems, The American Society of Mechanical Engineers, 2016.
Kong, K., Ostadhassan, M., Zamiran, S., Liu, B., Li, C., and Marino, G. G. Geomechanical Upscaling Methods: Comparison and Verification via 3D Printing, MDPI Journal of Energies, 2019.
ALA (American Lifelines Alliance). Guidelines for the Design of Buried Steel Pipe, ASCE/FEMA Publication (July 2001 with Addenda through February 2005), 2005.
Marino, G. G., Gamal, M., and Malyala, V. Empirical Correlations of Longwall Subsidence Data for the Illinois Coal Basin, 6th International Conference on Case Histories in Geotechnical Engineering, Arlington, VA, 2008.
Marino, G. G., and Osouli, A. 2020. Slip Resistance Behavior of Coal Tar Coated Steel Pipelines Buried in Clayey and Sandy Backfills from Ground Movement, ASCE Journal of Pipeline Systems – Engineering and Practice [In Production], 2020.
Marino, G. G., Zamiran, S., and Talebi, M. Investigation of the Horizontal Displacement of Ground Surface Due to Longwall Mining, Journal of Geotechnical and Geological Engineering, Springer, 2020.
CSI (Computers and Structures Inc.). SAP2000 Manual, 2017.
Timoshenko, S. P., and Gere, J. M. Theory of Elastic Stability, 2 ed., McGraw-Hill, 1961.
TRE (TR Engineering Consultancy LLC). Tecnicas Reunidas Group, Al Khuwair Oman, 2019.

Information & Authors

Information

Published In

Go to Pipelines 2023
Pipelines 2023
Pages: 201 - 211

History

Published online: Aug 10, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Siavash Zamiran, Ph.D. [email protected]
P.E.
1Marino Engineering Associates, Inc., St. Louis, MO. Email: [email protected]
Gennaro Marino, Ph.D. [email protected]
P.E.
D.GE
2Marino Engineering Associates, Inc., St. Louis, MO. Email: [email protected]
Abdolreza Osouli, Ph.D. [email protected]
P.E.
3Marino Engineering Associates, Inc., St. Louis, MO. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$114.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$114.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share