Pipelines in permafrost: geotechnical issues and lessons12010 R.M. Hardy Address, 63rd Canadian Geotechnical Conference.

Author:

Oswell James M.1

Affiliation:

1. Naviq Consulting Inc, 35 Hawkside Close NW, Calgary AB T3G 3K4, Canada.

Abstract

Geotechnical input to the design, construction, and operations of pipelines in permafrost may differ significantly from that for pipelines in temperate terrain. The general remoteness and terrain fragility of permafrost regions are key issues that challenge the geotechnical input. Specific geotechnical issues that necessitate input include pipeline routing, slope stability, thaw settlement and frost heave, ditching, buoyancy control, upheaval buckling. and others. This paper examines the history of pipeline development in Canada north of the 60th latitude and highlights some key design issues and some of the technical developments over the past 40 years of design, construction, and operations of pipelines in permafrost regions. Advances have been made in areas such as geothermal modeling, slope stability assessments, terrain mapping technologies, thaw settlement and frost heave prediction, and predicting and monitoring pipeline strain demand.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference36 articles.

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2. A simplified numerical solution of the Miller model of secondary frost heave

3. Permafrost and cold-region environmental problems of the oil product pipeline from Golmud to Lhasa on the Qinghai–Tibet Plateau and their mitigation

4. Hollinger, K. 2003. The Haines-Fairbanks pipeline.Edited byG.R. Lesondak. Centre for Environmental Management of Military Lands, Colorado State University, Fort Collins, Colo. Project CEMML TPS 03-04.

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