Technical Papers
Aug 7, 2015

Jacking Force and Productivity Analysis of Pilot Tube Microtunneling Installations

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 7, Issue 1

Abstract

Trenchless technology is a group of techniques whose utilization allows for the repair, rehabilitation, and installation of underground infrastructure with minimal excavation. Pilot tube microtunneling (PTMT) is a trenchless technology in which new wastewater pipelines may be installed at precise line and grade over manhole-to-manhole distances. Generally, PTMT is accomplished with the implementation of three distinct phases: (1) jacking of pilot tubes to achieve line and grade, (2) jacking of casing along the pilot bore and rotation of augers to excavate a borehole slightly larger than the product pipe, and (3) jacking of product pipe directly behind the last casing. Understanding the mechanisms affecting PTMT productivity rates and jacking forces is a valuable tool that can assist designers and contractors with risk abatement. This paper outlines the instrumentation and monitoring process used to record jacking frame hydraulic pressures during seven PTMT installations. Cyclic patterns detected in the data enable the productivity rates for each PTMT phase to be determined and critical tasks associated with each phase to be identified. Variations in depth of cover, drive length, pipe diameter, and localized ground conditions allow for trends in jacking forces to be recognized. Jacking force behavior throughout each drive was compared to existing jacking force predictive models developed for the closely related pipe jacking and microtunneling methodologies because there are no currently developed predictive models to represent PTMT installation behavior.

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 7Issue 1February 2016

History

Received: Apr 29, 2014
Accepted: Jun 2, 2015
Published online: Aug 7, 2015
Discussion open until: Jan 7, 2016
Published in print: Feb 1, 2016

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Authors

Affiliations

Matthew P. Olson, A.M.ASCE [email protected]
Project Engineer, Staheli Trenchless Engineers, 1725 220th St. SE, Ste. C-200, Bothell, WA 98021. E-mail: [email protected]
Samuel T. Ariaratnam, M.ASCE [email protected]
Professor and Construction Engineering Program Chair, School of Sustainable Engineering and the Built Environment, Arizona State Univ., P.O. Box 873005, Tempe, AZ 85287-3005 (corresponding author). E-mail: [email protected]
J. S. Lueke, M.ASCE [email protected]
Trenchless Practice Lead, Associated Engineering Ltd., No. 1000, 10909 Jasper Ave., Edmonton, AB, Canada T5J 5B9. E-mail: [email protected]

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