Chapter
Mar 7, 2023
Chapter 5

Engineering Design

Publication: Direct Steerable Pipe Thrusting

Abstract

The design process for a direct steerable pipe thrusting (DSPT) installation draws from both horizontal directional drilling and microtunneling. This chapter discusses the following topics as they relate to the engineering design of DSPT installations: geometric design, thrust force estimate, hydraulic fracture evaluation, overcut and settlement, slurry and lubricating fluid considerations, launch and reception area considerations, and acceptable geometric tolerances. The geometric design for a DSPT installation typically consists of five basic elements: launch tangent, launch curve, bottom tangent, reception curve, and reception tangent. Engineers should use sound engineering judgment when evaluating methods to estimate the total thrust forces. The MTBM can be launched from the ground surface or from a shallow shaft and pit. If launched from the ground surface, consideration should be given to the use of a conductor casing to provide fluid containment, support of adverse ground, and a controlled launch for the MTBM.

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References

ASCE. 2015. Standard design and construction guidelines for microtunneling no. 36. New York: ASCE.
Bennett, D., and E. J. Cording. 2000. “Jacking loads and ground deformations associated with microtunneling.” In Proc., North American Society for Trenchless Technology No-Dig Show, 17–36. Cleveland, OH: NASTT.
Boyce, G. M., and N. Joyal. 2018. “Microtunneling with water only can cause overexcavation.” In Proc., North American Society for Trenchless Technology No-Dig 2018. Paper TM1-T5-03. Cleveland, OH: NASTT.
Boyce, G. M., M. Wolski, R. Zavitz, and C. Camp. 2011. “Chemistry and physics behind microtunnel slurries.” In Proc., North American Society for Trenchless Technology No-Dig 2011. Paper A-2-01. Cleveland, OH: NASTT.
Burnett, A., and M. Gelinas. 2018. “Revised method of estimating microtunnel jacking forces.” In Proc., North American Society for Trenchless Technology No-Dig Show. Paper TA-T5-01. Cleveland, OH: NASTT.
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Robison, J., and R. Hotz. 2014. “Direct Pipe—Estimated and actual installation load analysis for 20 crossings.” In Proc., North American Society for Trenchless Technology No-Dig Show. Paper TM2-T5-04. Cleveland, OH: NASTT.
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Staheli, K. 2006. “Jacking force prediction: An interface friction approach based on pipe surface roughness.” Ph.D. thesis, Georgia Institute of Technology, School of Civil and Environmental Engineering.
Staheli, K., D. Bennett, H. W. O'Donnell, and T. J. Hurley. 1998. “Installation of pipelines beneath levees using Horizontal Directional Drilling.” Final Rep. CPAR-GL-98-1. Washington, DC: US Army Corps of Engineers, Waterways Experiment Station.
USACE (US Army Corps of Engineers). 2020. “Conduits, pipes, culverts associated with dams and levee systems.” Engineer manual EM-1110-2-2902. Washington, DC: USACE.
Wallin, M., K. Wallin, and D. Bennett. 2008. “Analysis and mtigation of settlement risks of new trenchless installations.” In Proc., North American Society for Trenchless Technology No-Dig Show. Paper C-4-03-1. Cleveland, OH: NASTT.

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Go to Direct Steerable Pipe Thrusting
Direct Steerable Pipe Thrusting
Pages: 83 - 99
ISBN (Print): 978-0-7844-1610-5
ISBN (Online): 978-0-7844-8463-0

History

Published online: Mar 7, 2023
Published in print: Mar 9, 2023

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