Geotechnical aspects of northern pipeline design and construction

Proceedings of the International Pipeline Conference, IPC

Volumn A, Issue , 2002, Pages 555-562

  Oswell, James M ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

PIPELINE DESIGN;

COOLING; GAS PIPELINES; GEOTECHNICAL ENGINEERING; STRUCTURAL DESIGN;

PETROLEUM PIPELINES;

EID: 0036432677     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/IPC2002-27327     Document Type: Conference Paper

References (14)

1. th Canadian Geotechnical Conference, Vancouver, September 1995; Volume 2:999-1006.
2. Greenslade, J.G., and Nixon, D. 2000. New design concepts for pipelines buried in permafrost. Proceedings, 2000 International Pipeline Conference, ASME. Calgary Canada, Vol. 1:135-144.
3. th International Permafrost Conference, Fairbanks, Alaska.
4. th International Permafrost Conference, Trondheim Norway, Volume 2:1247-1252.
5. Konrad, J.-M. and Morgenstern, N.R. 1981. The segregation potential of a freezing soil. Canadian Geotechnical Journal, 18(4): 482-491.
6. Konrad, J.-M. and Morgenstern, N.R. 1984. Frost heave prediction of chilled pipelines buried in unfrozen soils. Canadian Geotechnical Journal, 21(1): 100-115.
7. McRoberts, E.C. 1978. Slope stability in cold regions. Chapter 7. Geotechnical Engineering For Cold Regions. Edited by Andersland, O. and Anderson, D. McGraw Hill Book Co., N.Y.
8. Nixon, J.F. 1991. Discrete ice lens theory for frost heave in soils. Canadian Geotechnical Journal, 28(6): 843-859.
9. Nixon, J.F. 1992. Discrete ice lens theory for frost heave beneath pipelines. Canadian Geotechnical Journal, 29(3): 487-497.
10. Nixon, J.F., Saunders, R., and Smith, J. 1991. Permafrost and thermal interfaces from Norman Wells pipeline ditchwall logs. Canadian Geotechnical Journal, 28(5): 738-745.
11. Oswell, J., Hanna, A., and Doblanko, R. and Wilkie, S. 2001. Instrumentation yields geotechnical picture of slope movements along northern pipeline. Oil and Gas Journal, May 21, 2001:62-67.
12. Souza, L.T. and Murray, D.W. 1994. Prediction of wrinkling behaviour of girth-welded line pipe. A report to the National Energy Board of Canada. Structural Engineering Report 197, Department of Civil Engineering, University of Alberta, Edmonton, CANADA, 134 pp.
13. Watson, G.H., Rowley, R.K., and Slusarchuk, W.A., 1973. Performance of a warm-oil pipeline buried in permafrost. Proceedings, Second International Permafrost Conference, Washington D.C.: 759-766.
14. Wilkie, S., Doblanko, R. and Fladager, S. 2000. Case history of local wrinkling of a pipeline. Proceedings, 2000 International Pipeline Conference. ASME. Calgary, Canada, Vol. 2:917-922.