Chapter
Jul 18, 2019
Pipelines 2019

Impact of Tunnel Boring Machine Advance Rate for Pipeline Construction Projects

Publication: Pipelines 2019: Condition Assessment, Construction, and Rehabilitation

ABSTRACT

Advance rate (AR) estimation is a crucial factor at the conceptual phase of a pipeline project for preliminary estimation of tunnel boring machines’ (TBMs’) usage. The primary objective of this paper is to develop order of magnitude performance charts for advance rate of TBMs that can be used with limited information about the pipeline progress at the conceptual phase. The secondary objective of this paper is to evaluate factors that impact TBM progress in applications of tunneling for pipeline construction projects. Statistical analysis was used to produce an advance rate chart. The results were tested with use of case studies. The results of this paper showed that the highest amount of overestimation for case studies considered by these performance charts was 16%. The outcome of this paper can assist in prediction of tunnel boring machine’s advance rate at the conceptual stage of a pipeline project based on ground conditions and diameter of the pipe.

Get full access to this article

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

REFERENCES

Ashoori, T., Najafi, M., Tabesh, A., Korky, S. M. S. J., and Malek Mohammadi, M. (2017). “Use of Cut-and-Cover Method for Pipeline Installation in Underground Freight Transportation.” ASCE Pipelines 2017.
Deere, D. and Miller, R.D., 1966. Engineering classification and index properties for intact rock. Univ. of Illinois, Tech. Rept. No. AFWL-TR-65-116, 1966.
Farrokh, E., 2013. Study of utilization and advance rate of hard rock TBMs, Ph.D. thesis, The Pennsylvania State University.
Hansen, T.H., 1988. Rock properties. Norwegian Rock and Soil Assoc., Publ. no 5, 3 pp.
Herget, G., 1982. Probabilistic slope design for open pit mines. Rock Mechanics, Suppl. 12, 163-178, 1982.
International Society for Rock Mechanics (ISRM), Commission on classification of rocks and rock masses, 1980. Basic geotechnical description of rock masses. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., Vol. 18, pp. 85 110.
International Society for Rock Mechanics (ISRM), Commission on standardization of laboratory and field tests, 1978. Suggested methods for the quantitative description of discontinuities in rock masses. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., Vol. 15, No. 6, pp. 319-368.
Iseley, T., Najafi, M., & Tanwani, R., 1999. Trenchless construction methods and soil compatibility manual. National Utility Contractors Association, Arlington, VA.
Jalalediny Korky, S., Najafi, M., Malek Mohammadi, M., Ashoori, T., Tabesh, A., (2017). “An Analysis of Soil Hauling Operations for Tunneling and Pipeline Installation.” ASCE Pipelines 2017.
Janbaz, S., 2017. “Development of a Production Estimation Model For Tunnel Boring Machines (TBMs).” A Doctoral Dissertation, The University of Texas at Arlington, TX, 2017.
Jencopale, N., 2013. Improving Productivity of Tunnel Boring Machines. Master Thesis, University of Texas at Arlington.
Maidl, B., Schmid, L., Ritz, W., Herrenknecht, M., 2008. Hard Rock Tunnel Boring Machines. 347 pages.
Malek Mohammadi, M., Aaron, H., Najafi, M., Jalalediny Korky, S., Serajiantehrani, R. (2019). “Development of a Framework for Design and Installation of a New Lining Material for Water Pipeline Renewal,” ASCE Pipeline Conference, 2019, Nashville, TN, U.S.
Najafi, M. 2013. Trenchless technology: Planning, equipment, and methods. McGraw Hill Professional.
Patching, T.H. and Coates, D.F., 1968. A recommended rock classification for rock mechanics purposes. CIM Bull., Oct. 1968, pp 1195-1197.
Piteau, D.R., 1970. Geological factors significant to the stability of slopes cut in rock. Proc. Symp. on Planning Open Pit Mines, Johannesburg, South Africa, 1970, pp. 33-53.
Robbins, R.J., 1992. Large diameter hard rock boring machines: State-of-the-art and development in view of alpine base tunnels, Felsbau, Vol. 10, No. 2, 56-62.
Tabesh, A., Najafi, M., Korky, S., Ashoori, T., & Rezaei, N. (2016). Comparison of Construction Methods for Underground Freight Transportation in Texas. ACSE Pipeline Conference (pp. 817-826). Kansas City, Missouri: ASCE.

Information & Authors

Information

Published In

Go to Pipelines 2019
Pipelines 2019: Condition Assessment, Construction, and Rehabilitation
Pages: 650 - 660
Editors: Jeffrey W. Heidrick, Burns & McDonnell and Mark S. Mihm, HDR
ISBN (Online): 978-0-7844-8249-0

History

Published online: Jul 18, 2019
Published in print: Jul 18, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Ramtin Serajiantehrani [email protected]
Ph.D. Student, CUIRE, Dept. of Civil Engineering, Univ. of Texas at Arlington, PO Box 19308, Arlington, TX 76019. E-mail: [email protected]; [email protected]
Saeed Janbaz, Ph.D. [email protected]
CUIRE, Dept. of Civil Engineering, Univ. of Texas at Arlington, PO Box 19308, Arlington, TX 76019. E-mail: [email protected]
Mohammad Najafi [email protected]
Professor and Director, CUIRE, Dept. of Civil Engineering, Univ. of Texas at Arlington, PO Box 19308, Arlington, TX 76019. E-mail: [email protected]
Seyed Korky [email protected]
Ph.D. Candidate, CUIRE, Dept. of Civil Engineering, Univ. of Texas at Arlington, PO Box 19308, Arlington, TX 76019. E-mail: [email protected]
Mohammadreza Malek Mohammadi [email protected]
Ph.D. Candidate, CUIRE, Dept. of Civil Engineering, Univ. of Texas at Arlington, PO Box 19308, Arlington, TX 76019. E-mail: [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
$150.00
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
$150.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share