Horizontal directional drilling is a ‘trenchless technology' that has been used successfully to install pipelines with minimal surface disruption. It has been developed to such an extent that pipelines 2·5 km long and with diameters approaching 2000 mm have been installed, and it has the potential to install pipelines over even greater distances. A study has been undertaken to investigate the use of horizontal directional drilling to create conduits capable of housing electrical cables over long distances (arbitrarily taken as 10 km). This paper presents the results of an investigation into the pull-in forces associated with long-distance horizontal directional drilling installations with different pipe diameters using the Pipe-force 2005 model. The outcomes of the study suggest that if the creation of the borepath can be controlled adequately, then it is theoretically conceivable that pipes of 600 mm diameter could be installed over the maximum distance considered in this project using conventional drilling rigs. However, if the borepath deviates from the desired line and level, or partial borehole collapse occurs, the pull-in force required to install the pipe would increase to a level that would jeopardise installation with currently available equipment.
Article navigation
August 2010
Research Article|
August 01 2010
Pull-in force predictions for horizontal directional drilling
A. C. D. Royal, MEng, PhD;
A. C. D. Royal, MEng, PhD
Research Fellow
School of Civil Engineering, University of Birmingham, UK
Search for other works by this author on:
M. A. Polak, PhD, PEng;
M. A. Polak, PhD, PEng
Professor of Structural Engineering
Department of Civil Engineering, University of Waterloo, Ontario, Canada
Search for other works by this author on:
C. D. F. Rogers, EurIng, PhD, CEng, MICE, MIHT;
C. D. F. Rogers, EurIng, PhD, CEng, MICE, MIHT
Professor of Geotechnical Engineering
School of Civil Engineering, University of Birmingham, UK
Search for other works by this author on:
D. N. Chapman, DIS, PhD, CEng, MICE, ILTM
D. N. Chapman, DIS, PhD, CEng, MICE, ILTM
Reader in Geotechnical Engineering
School of Civil Engineering, University of Birmingham, UK
Search for other works by this author on:
Publisher: Emerald Publishing
Revision Received:
August 15 2007
Accepted:
July 29 2009
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2010 Thomas Telford Ltd
2010
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2010) 163 (4): 197–208.
Article history
Revision Received:
August 15 2007
Accepted:
July 29 2009
Citation
Royal ACD, Polak MA, Rogers CDF, Chapman DN (2010), "Pull-in force predictions for horizontal directional drilling". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 163 No. 4 pp. 197–208, doi: https://doi.org/10.1680/geng.2009.163.4.197
Download citation file:
Suggested Reading
A simulation model for generating alternative scenarios
Proceedings of the Institution of Civil Engineers - Urban Design and Planning (September,2008)
Novel passive treatment for mine water discharges
Proceedings of the Institution of Civil Engineers - Water Management (December,2008)
Wave-induced nearshore currents at a tri-cuspate beach in the UKCRF
Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering (December,2002)
Fuzzy random‐coefficient volatility models with financial applications
Journal of Risk Finance (October,2006)
Robert Fairthorne and the empirical power laws
Journal of Documentation (April,2005)
Related Chapters
Beyond Deductivism
Including a Symposium on Bruce Caldwell’s Beyond Positivism After 35 Years
Measurement and modelling of conduction in carbon fibre-cement composites
ICE Themes Smart Concrete
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
