Technical Papers
Sep 13, 2017

Experimental Study of Ice-Rich Permafrost Cut Slope Protection

Publication: Journal of Cold Regions Engineering
Volume 32, Issue 1

Abstract

In Alaska and other permafrost regions, cut slopes are often required in order to achieve roadway design grades in ice-rich permafrost areas. However, excavation of a cut slope and subsequent exposure to sunlight destroy the existing thermal balance and result in degradation of ice-rich permafrost. Uncontrolled erosion and runoff, as well as slope failure of cut slopes, resulting from thawing ice-rich permafrost can cause environmental distress that is not acceptable by many environmental laws. This study investigates three potential environmentally acceptable thermal-erosion mitigation techniques to address the regulatory concerns raised by current practices. Four test sections, using 0.3 m wood chips, coconut blanket, coconut blanket and Tecco mesh, and 0.3 m crushed rock, respectively, were constructed at the Dalton Highway 9 Mile Hill in interior Alaska. Different sensors were installed to measure changes in the temperature and moisture in the four test sections with time and evaluate the effectiveness of the different thermal-erosion mitigation techniques. A weather station was also installed to monitor climate information at the test site. The thermal erosion of the cut slope was evaluated using a photogrammetric method. This paper presents results from the field monitoring period. The effectiveness of different thermal-erosion mitigation techniques is also discussed.

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Acknowledgments

This study was funded by the AKDOT&PF, the Alaska University Transportation Center (AUTC), and TransCanada Pipeline Limited (TCPL). The authors gratefully acknowledge AKDOT&PF, AUTC, and TCPL for the financial support.

Disclaimer

The opinions expressed in this paper are those of the authors and do not represent the views of AKDOT&PF or AUTC.

References

APSC (Alyeska Pipeline Service Company). (1974). “Report on thermal erosion test sites, Hess Creek, Alaska (Phase I—July–August, 1973).”, Anchorage, AK.
APSC (Alyeska Pipeline Service Company). (1975). “Hess Creek thermal erosion site—1974 evaluation.”, Anchorage, AK.
Berg, R., and Smith, M. (1976). “Observations along the pipeline haul road between Livengood and the Yukon River.”, Hanover, NH.
Fortier, D., Allard, M., and Shur, Y. (2007). “Observation of rapid drainage system development by thermal erosion of ice wedges on Bylot Island, Canadian Arctic Archipelago.” Permafrost Periglacial Processes, 18(3), 229–243.
Li, L., Collins, R., Zhang, X., and Wei, H. (2014). “A photogrammetric method to evaluate the erosiveness of Fairbanks silt with different treatments.” Int. Symp. of Climatic Effects on Pavement and Geotechnical Infrastructure, ASCE, Reston, VA, 176–182.
Mageau, D. W., and Rooney, J. W. (1984). “Thermal erosion of cut slopes in ice-rich soil.” ⟨http://www.dot.alaska.gov/stwddes/research/assets/pdf/fhwa_ak_rd_85_02.pdf⟩ (Aug. 18, 2017).
MATLAB [Computer software]. MathWorks, Natick, MA.
McHattie, R. L., and Vinson, T. S. (2008). “Managing ice-rich permafrost exposed during construction.” Proc., 9th Int. Conf. on Permafrost, Univ. of Alaska Fairbanks, Fairbanks, AK, 1167–1172.
Naviq Consulting Inc. and AMEC Earth & Environmental. (2007). “Monograph on the Norman Wells Pipeline geotechnical design and performance–2006 update.”, Natural Resources Canada, Ottawa, 214.
Nouwakpo, S. K., and Huang, C. H. (2012). “A simplified close-range photogrammetric technique for soil erosion assessment.” Soil Sci. Soc. Am. J., 76(1), 70–84.
Oswell, J. M., and Everts, J. R. (2008). “Field trials of surface insulation materials for permafrost protection.” Proc., 9th Int. Conf. on Permafrost, Institute of Northern Engineering, Univ. of Alaska Fairbanks, Fairbanks, AK.
PhotoModeler Scanner [Computer software]. EOS System, Philippines.
Rieke-Zapp, D. H., and Nearing, M. A. (2005). “Digital close range photogrammetry for measurement of soil erosion.” Photogramm. Rec., 20(109), 69–87.
Spaans, E. J., and Baker, J. M. (1995). “Examining the use of time domain reflectometry for measuring liquid water content in frozen soil.” Water Resour. Res., 31(12), 2917–2925.
Tecco. (2010). “Tecco slope stabilization system product manual.” Geobrugg North America, Algodones, NM.
Vinson, T. S., and McHattie, R. L. (2009). “Documenting best management practices for cutslopes in ice-rich permafrost.” ⟨http://www.dot.state.ak.us/stwddes/research/assets/pdf/fhwa_ak_rd_09_01.pdf⟩ (Aug. 18, 2017).

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Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 32Issue 1March 2018

History

Received: Feb 16, 2016
Accepted: May 19, 2017
Published online: Sep 13, 2017
Discussion open until: Feb 13, 2018
Published in print: Mar 1, 2018

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Authors

Affiliations

Xiong Zhang, A.M.ASCE [email protected]
Associate Professor, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N. Pine St., Rolla, MO 65409 (corresponding author). E-mail: [email protected]
Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Alaska Fairbanks, Fairbanks, AK 99775. E-mail: [email protected]
Robert McHattie [email protected]
Consultant, GZR Engineering, P.O. Box 75590, Fairbanks, AK 99775. E-mail: [email protected]
Prinicipal Geotechnical and Permafrost Engineer, Naviq Consulting Inc., 35 Hawkside Close NW, Calgary, AB, Canada T3G 3K4; Consultant, Alaska Pipeline Project. E-mail: [email protected]

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