Field Investigation of Soil Heave by a Large Diameter Chilled Gas Pipeline Experiment, Fairbanks, Alaska

Author:

Huang Scott L.1,Bray Matthew T.2,Akagawa Satoshi3,Fukuda Masami4

Affiliation:

1. Professor, Dept. of Mining and Geological Engineering, Univ. of Alaska Fairbanks, P.O. Box 755800, Fairbanks, AK 99775-5800.

2. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Alaska Fairbanks, P.O. Box 755900, Fairbanks, AK 99775-5900.

3. Professor, Graduate School of Engineering, Hokkaido Univ., Sapporo, Hokkaido, Japan 060-8628.

4. Professor, Institute of Low Temperature Sciences, Hokkaido Univ., Sapporo, Hokkaido, Japan 060-8628.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference8 articles.

1. Carlson L. E. Ellwood J. R. Nixon J. F. and Slusarchuk W. A. (1982). “Field test results of operating a chilled buried pipeline in unfrozen ground.” Proc. 4th Canadian Permafrost Conf. the Roger J. E. Brown Memorial Volume 475–480.

2. Subsoil investigation of ice lensing at the Calgary, Canada, frost heave test facility

3. Dallimore S. R. and Williams P. J. eds. (1985). “Pipelines and frost Heave.” Proc. Seminar at Caen France April 25–27 Carleton Univ. Ottawa 75 pp.

4. Foothill Pipe Lines (South Yukon) Ltd. (1981). “Plans for dealing with frost-heave and thaw settlement: Addendum to the environmental impact statement for the Yukon section of the Alaska Highway Gas Pipeline.” Calgary Alta. Canada 1–46.

5. ORIGIN OF THE UPLAND SILT NEAR FAIRBANKS, ALASKA

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