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Deformations of a highway embankment on degraded permafrost

Deformations of a highway embankment on degraded permafrost

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The paper reports and analyzes measurements <str<strong>on</strong>g>of</str<strong>on</strong>g> surfacesettlements, toe displacements, pore water pressures andtemperatures from a low <str<strong>on</strong>g>highway</str<strong>on</strong>g> <str<strong>on</strong>g>embankment</str<strong>on</strong>g> nearThomps<strong>on</strong> in northern Manitoba.The deformati<strong>on</strong> results indicate a combinati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g>seas<strong>on</strong>al and cumulative displacements, with largerdisplacements at the toe than at the shoulder. The resultsshow a combinati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> seas<strong>on</strong>al heaving and lateralspreading. The pore water pressure results suggest thedevelopment <str<strong>on</strong>g>of</str<strong>on</strong>g> cyclic seas<strong>on</strong>al gradients <str<strong>on</strong>g>of</str<strong>on</strong>g> total head.These indicate hydrostatic water pressure c<strong>on</strong>diti<strong>on</strong>sduring summer m<strong>on</strong>ths and upwards flow during thefreezing seas<strong>on</strong>. Measured temperatures also showedseas<strong>on</strong>al changes. Net heat flow into the ground ispossibly a c<strong>on</strong>firmati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> general warming in the area,although it we note that <strong>on</strong>ly two years <str<strong>on</strong>g>of</str<strong>on</strong>g> readings havebeen collected. The data c<strong>on</strong>firm field observati<strong>on</strong>s <str<strong>on</strong>g>of</str<strong>on</strong>g> thethawing <str<strong>on</strong>g>of</str<strong>on</strong>g> ice that was present in the first drilling <str<strong>on</strong>g>of</str<strong>on</strong>g> thesite in 1991 but absent in recent drilling in 2008.ACKNOWLEDGEMENTSFinancial support was provided by the Natural Sciencesand Engineering Research Council <str<strong>on</strong>g>of</str<strong>on</strong>g> Canada (NSERC)and by Manitoba Infrastructure and Transportati<strong>on</strong> (MIT).Technical and logistical support was provided by KerryLynch at the University <str<strong>on</strong>g>of</str<strong>on</strong>g> Manitoba, by engineers andtechnologists <str<strong>on</strong>g>of</str<strong>on</strong>g> Manitoba Infrastructure andTransportati<strong>on</strong> in Winnipeg and Thomps<strong>on</strong>, and by KellyBindle at Bindle Engineering in Thomps<strong>on</strong> MB.REFERENCESAndersland, O.B. and Ladanyi, B., (2004). Frozen GroundEngineering (2nd Editi<strong>on</strong>). John Wiley & S<strong>on</strong>s.Batenipour, H., Kurz, D., Alfaro, M., and Graham, J.2009a. Effect <str<strong>on</strong>g>of</str<strong>on</strong>g> Temperature <strong>on</strong> the 1-D Behaviour<str<strong>on</strong>g>of</str<strong>on</strong>g> Plastic Clay. In Proceedings <str<strong>on</strong>g>of</str<strong>on</strong>g> 62 nd CanadianGeotechnical C<strong>on</strong>ference, Halifax NS, September2009, pp. 47-52.Batenipour, H., Kurz, D.R., Alfaro, M.C., Graham, J. andNg, T.N.S., 2009b. Highway Embankment <strong>on</strong>Degrading Permafrost. In proceedings <str<strong>on</strong>g>of</str<strong>on</strong>g> the 14thC<strong>on</strong>ference <strong>on</strong> Cold Regi<strong>on</strong>s Engineering in Duluth,Minnesota, USA, pp. 512-521.Batenipour, H., Kurz, D.R., Alfaro, M.C., Graham, J. andKalynuk, K., 2010. Results from an InstrumentedHighway Embankment <strong>on</strong> Degraded Permafrost. Inproceedings <str<strong>on</strong>g>of</str<strong>on</strong>g> the 63 rd Canadian GeotechnicalC<strong>on</strong>ference & 6 th Canadian Permafrost C<strong>on</strong>ference.Calgary: 512-519.Brown, R.J.E. 1967. Permafrost in Canada. Canada,Geological Survey Map 124A, first editi<strong>on</strong>.CCCSN (Canadian Climate Change Scenarios Network)2009. Arctic Ensemble Scenarios.Hinkel, K.M., Nels<strong>on</strong> F.E., Park W., Romanovsky V.,Smith O., Tucker W., Vins<strong>on</strong> T. and Brigham L.W.,2003. Climate Change, Permafrost, and Impacts <strong>on</strong>Civil Infrastructure, United States Arctic ResearchCommissi<strong>on</strong>: Permafrost Task Force Report, SpecialReport 01-03.IPCC (Intergovernmental Panel <strong>on</strong> Climate Change)2007. Summary for policymakers. In: Climate change2007: The physical science basis. C<strong>on</strong>tributi<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g>Working Group I to the Fourth Assessment Report <str<strong>on</strong>g>of</str<strong>on</strong>g>the Intergovernmental Panel <strong>on</strong> Climate Change. S.Solom<strong>on</strong>; D. Qin; M. Manning; Z. Chen; M. Marquis;K.B. Averyt; M.Tignor; H.L. Miller (eds.). Cambridge,UK, and New York, NY: Cambridge University Press.K<strong>on</strong>rad, J.-M. 2008. Freezing-induced water migrati<strong>on</strong> incompacted base-course materials. CanadianGeotechnical Journal 45, 895-909.Koyama, M. and Sasaki, H,, 1967. Frost Heave <str<strong>on</strong>g>of</str<strong>on</strong>g> Roadsin Hokkaido and Its Countermeasures, Physics <str<strong>on</strong>g>of</str<strong>on</strong>g>Snow and Ice : proceedings, 1(2): 1323-1331Nels<strong>on</strong>, F.E. and Outcalt, S.I.: 1982, Anthropogenicgeomorphology in northern Alaska, PhysicalGeography 3, 17–48.Osterkamp, T.E. and Lachenbruch, A.H. 1990. Thermalregime <str<strong>on</strong>g>of</str<strong>on</strong>g> <strong>permafrost</strong> in Alaska and predicted globalwarming. ASCE Journal <str<strong>on</strong>g>of</str<strong>on</strong>g> Cold Regi<strong>on</strong>s Engineering4, 38-42.Williams, P. J. 1986, Pipelines & Permafrost: Science in aCold Climate, Carlet<strong>on</strong> University Press, D<strong>on</strong> Mills,Ontario, 129 pp.

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