Chapter
Apr 26, 2012

Monitoring of HDPE Pipe during Horizontal Directional Drilling Installations

Publication: Pipelines 2002: Beneath Our Feet: Challenges and Solutions

Abstract

This paper presents the results of three field installations of high-density polyethylene (HDPE) using the Horizontal Directional Drilling (HDD) process. One each of 114 mm (4 in.) diameter standard dimension ratio (SDR) 17 HDPE pipe, 219 mm (8 in.) diameter SDR 17 HDPE pipe, and 324 mm (12 in.) diameter SDR 17 HDPE pipe were installed in a cohesionless soil medium. Various testing parameters were captured during the pullback phase of these three installations. These testing parameters consisted of utilizing pressure transducers to capture the pullback and rotational pressures on the drilling rig, linear potentiometers installed inside the HDPE pipe to measure the axial strain on the pipe, and the application of an external load cell to quantify the loading on the pipe during the pullback phase. Comparisons of the pullback and rotational pressure on the drilling rig, loading on the HDPE pipe, and average and maximum strain experienced by the HDPE pipe are presented with respect to the installed pipe diameter.

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Go to Pipelines 2002
Pipelines 2002: Beneath Our Feet: Challenges and Solutions
Pages: 1 - 10

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Published online: Apr 26, 2012

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Samuel T. Ariaratnam, Ph.D.
M.ASCE
Associate Professor, Del E. Webb School of Construction, Arizona State University, Tempe, Arizona 85287-0204
Donald A. F. Colwell
Production Engineer, Anadarko Canada Corporation, 425-1st Street S.W., Calgary, Alberta Canada T2P 4V4

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