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1

Marion, Giles M. Freeze-thaw processes and soil chemistry. [Hanover, N.H.]: U.S. Army Corps of Engineers, Cold Regions Research and Engineering Laboratory, 1995.

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2

Marion, Giles M. Freeze-thaw processes and soil chemistry. [Hanover, N.H.]: U.S. Army Corps of Engineers, Cold Regions Research and Engineering Laboratory, 1995.

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3

Drahushak-Crow, R. Freeze-thaw durability of fly ash concrete. S.l: s.n, 1987.

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4

W, Zuerndorfer B., and United States. National Aeronautics and Space Administration., eds. Mapping freeze/thaw boundaries with SMMR data. Ann Arbor, MI: Radiation Laboratory, Dept. of Electrical Engineering and Computer Science, University of Michigan, 1989.

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5

Ingham, Jeremy Paul. Prediction of building stone durability by freeze-thaw testing. [London]: Queen Mary and Westfield College, 1998.

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6

Lunardini, Virgil J. Perturbation techniques in conduction-controlled freeze-thaw heat transfer. [Hanover, N.H.]: U.S. Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1993.

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7

L, Johnson R., Alberta. Oil Sands Reclamation Research Program, and Alberta Conservation and Reclamation Council, eds. Oil sands sludge dewatering by freeze-thaw and evapotranspiration. Edmonton, Alta: Alberta Conservation and Reclamation Council (Reclamation Research Technical Advisory Committee), 1993.

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8

Fani, Shahrokh. Physiological responses in freeze tolerant wood frogs (Rana sylvatica) during a freeze - thaw episode. Sudbury, Ont: Laurentian University, Department of Biology, 1996.

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9

Yu, Xiaofei. Material Cycling of Wetland Soils Driven by Freeze-Thaw Effects. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-34465-7.

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10

Division, NATO Defence College Research. Security prospects in the high north: Geostrategic thaw of freeze? Rome: NATO Defense College, Research Division, 2009.

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11

Martel, Courtland James. A device for mechanical freeze-thaw conditioning of alum sludge. [Hanover, N.H.]: U.S. Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1996.

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12

Lee, Warren Yiu-Sun. A freeze-thaw test on Halton till treated with cement kiln dust. Ottawa: National Library of Canada, 1999.

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13

Cramer, Steven M. Strategies for enhancing the freeze-thaw durability of Portland cement concrete pavements. Madison, WI: Wisconsin Dept. of Transportation, Division of Transportation Infrastructure Development, Bureau of Highway Construction, Technology Advancement Unit, 2001.

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14

Comer, Alice I. Freeze-thaw cycling and cold temperature effects on geomembrane sheets and seams. Denver, Colo: Materials Engineering and Research Laboratory Group, Civil Engineering Services, Technical Service Center, U.S. Bureau of Reclamation, 1996.

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15

Grodzicka, Alicja. Odporność betonu wysokowartościowego na działanie mrozu: Freeze-thaw resistance o high-performance concrete. Warszawa: Wydawnictwa Instytutu Techniki Budowlanej, 2005.

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16

Stark, David C. Effect of vibration on the air-void system and freeze-thaw durability of concrete. Skokie,Ill: Portland Cement Association, 1986.

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17

Higgins, Janet Alison. A study of the influence of cryoprotective agents on freeze-thaw damage to liposomes. [Brighton: Brighton Polytechnic, 1986.

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18

1956-, Hsuan Y. G., and National Risk Management Research Laboratory (U.S.), eds. Project Summary: Freeze-thaw cycling and cold temperature effects on geomembrane sheets and seams. Cincinnati, Ohio: Environmental Protection Agency, 1996.

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19

1956-, Hsuan Y. G., and National Risk Management Research Laboratory (U.S.), eds. Project Summary: Freeze-thaw cycling and cold temperature effects on geomembrane sheets and seams. Cincinnati, Ohio: Environmental Protection Agency, 1996.

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20

J, Winters William, Chamberlain Edwin J, and Geological Survey (U.S.), eds. Geotechnical properties and freeze/thaw consolidation behavior of sediment from the Beaufort Sea, Alaska. [Reston, Va.?]: U.S. Dept. of the Interior, Geological Survey, 1985.

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21

Craig, Dobson M., and United States. National Aeronautics and Space Administration., eds. Mesoscale monitoring of the soil freeze/thaw boundary from orbital microwave radiometry: Final report. Ann Arbor, MI: Radiation Laboratory, Dept. of Electrical Engineering and Computer Science, University of Michigan, 1990.

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22

Masters, John M. Final report: Geologic characteristics of Illinois gravel deposits affecting IDOT freeze-thaw test results. Champaign, Ill: Illinois State Geological Survey, 1987.

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23

W, Hobbs D., and British Cement Association, eds. Minimum requirements for durable concrete: Carbonation- and chloride-induced corrosion, freeze-thaw attack and chemical attack. Crowthorne: British Cement Association, 1998.

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24

H, Benson Craig, and National Risk Management Research Laboratory (U.S.), eds. Effect of freeze-thaw on the hydraulic conductivity of barrier materials: Laboratory and field evaluation : project summary. Cincinnati, OH: U.S. Environmental Protection Agency, National Risk Management Research Laboratory, 1995.

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25

H, Benson Craig, and National Risk Management Research Laboratory (U.S.), eds. Effect of freeze-thaw on the hydraulic conductivity of barrier materials: Laboratory and field evaluation : project summary. Cincinnati, OH: U.S. Environmental Protection Agency, National Risk Management Research Laboratory, 1995.

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26

Ulaby, Fawwaz T. Semi-annual progress report on mesoscale monitoring of the soil freeze/thaw boundary from orbital microwave radiometry. [Greenbelt, Md.]: Goddard Space Flight Center, 1988.

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27

P, Bentz Dale, United States. Federal Highway Administration. Office of Infrastructure Research and Development., and National Institute of Standards and Technology (U.S.), eds. Service life prediction based on sorptivity for highway concrete exposed to sulfate attack and freeze-thaw conditions. McLean, Va: Federal Highway Administration, 2002.

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28

H, Benson Craig, and National Risk Management Research Laboratory (U.S.), eds. Effect of freeze-thaw on the hydraulic conductivity of barrier materials: Laboratory and field evaluation : project summary. Cincinnati, OH: U.S. Environmental Protection Agency, National Risk Management Research Laboratory, 1995.

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29

H, Benson Craig, and National Risk Management Research Laboratory (U.S.), eds. Effect of freeze-thaw on the hydraulic conductivity of barrier materials: Laboratory and field evaluation : project summary. Cincinnati, OH: U.S. Environmental Protection Agency, National Risk Management Research Laboratory, 1995.

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30

P, Bentz Dale, United States. Federal Highway Administration. Office of Infrastructure Research and Development., and National Institute of Standards and Technology (U.S.), eds. Service life prediction based on sorptivity for highway concrete exposed to sulfate attack and freeze-thaw conditions. McLean, Va: Federal Highway Administration, 2002.

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31

Trägårdh, Jan. Influence of ASR cracking on the frost resistance of concrete: Microscope observations, water absorption and freeze-thaw testing. Stockholm: Swedish Cement and Concrete Research Institute, 1996.

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32

Dubovoy, V. S. Cement-alkali level as it affects air-void statility [sic], freeze-thaw resistance, and deicer scaling resistance of concrete. Skokie, Ill: Portland Cement Association, 2002.

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33

R, Schaefer Vernon, Iowa. Dept. of Transportation., and National Concrete Pavement Technology Center., eds. Mix design development for pervious concrete in cold weather climates. Ames, Iowa: Center for Transportation Research and Education, Iowa State University, 2006.

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34

Müller-Lupp, Wiebke. Gefrier- und Tauprozesse im sibirischen Permafrost: Untersuchungsmethoden und ökologische Bedeutung = Freeze and thaw in Siberian permafrost soils : methods and ecological relevance. Bremerhaven: Alfred-Wegener-Institut für Polar- und Meeresforschung, 2002.

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35

United States. Environmental Protection Agency., ed. PROJECT SUMMARY... FREEZE-THAW CYCLING AND COLD TEMPERATURE EFFECTS ON GEOMEMBRANE SHEETS AND SEAMS... EPA/600/S-96/004... U.S. ENVIRONMENTA. [S.l: s.n., 1999.

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36

J, Marchand, Pigeon Michel, Setzer M, and International Workshop on Freeze-Thaw and De-icing Resistance of Concrete (Lund, Sweden), eds. Freeze-thaw durability of concrete: Proceedings of the International Workshop in the Resistance of Concrete to Scaling Due to Freezing in the Prsence of De-icing Salts, Sainte-Foy, Québec, Canada : papers from the International Workshop on Freeze-Thaw and De-icing Resistance of Concrete, Lund, Sweden. London: E & FN Spon, 1997.

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37

Marchand, J., Michel Pigeon, and M. Setzer. Freeze/Thaw Durability Concret. Taylor & Francis Group, 1996.

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38

Dewar, J. D., T. A. Harrison, and B. V. Brown. Freeze-thaw Resisting Concrete. Construction Industry Research & Information Association (CIRIA), 2001.

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39

Freeze-Thaw Durability of Concrete. Routledge, 2004. http://dx.doi.org/10.4324/9780203627099.

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40

Setzer, M. J., J. Marchand, and M. Pigeon. Freeze-Thaw Durability of Concrete. Taylor & Francis Group, 1996.

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41

Marchand, J., Michel Pigeon, and M. Setzer. Freeze-Thaw Durability of Concrete. Taylor & Francis Group, 2019.

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42

Setzer, M. J., J. Marchand, and M. Pigeon. Freeze-Thaw Durability of Concrete. Taylor & Francis Group, 1996.

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43

Setzer, M. J. Freeze-Thaw Durability of Concrete (Rilem Proceedings, Vol 30). Taylor & Francis, 1996.

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44

Christodoulou, George. Freeze-thaw resistance and microstructural characteristics of concretes containing pozzolans. 2001.

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45

Yu, Xiaofei. Material Cycling of Wetland Soils Driven by Freeze-Thaw Effects. Springer, 2014.

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46

Yu, Xiaofei. Material Cycling of Wetland Soils Driven by Freeze-Thaw Effects. Springer, 2012.

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47

Yu, Xiaofei. Material Cycling of Wetland Soils Driven by Freeze-Thaw Effects. Springer London, Limited, 2012.

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48

Guyer, J. Paul. Introduction to Two Dimensional Radial Heat Flow in Freeze/Thaw Soil Conditions. Independently Published, 2019.

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49

Project Summary: Freeze-thaw cycling and cold temperature effects on geomembrane sheets and seams. Cincinnati, Ohio: Environmental Protection Agency, 1996.

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50

Holden, Jason. The effects of entrained air on the strength and freeze-thaw resistance of concrete. 1997.

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