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1

Naik, TR, ed. Temperature Effects on Concrete. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1985. http://dx.doi.org/10.1520/stp858-eb.

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2

Korhonen, C. J. Freezing temperature protection admixture for Portland cement concrete. [Hanover, N.H.]: U.S. Army Cold Regions Research and Engineering Laboratory, 1996.

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3

Stark, David C. Effect of length of freezing period on durability of concrete. Skokie, Ill: Portland Cement Association, 1989.

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4

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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5

Feldrappe, Volkert. Zum Frostwiderstand gefügedichter Betone mit geringen Wasserzementwerten / Volkert Feldrappe. Düsseldorf: Verlag Bau + Technik, 2007.

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6

Kikō, Genshiryoku Anzen Kiban. Konkurīto kyasuku tantainetsu ryūdō kaiseki shuhō no kentō ni kansuru hōkokusho. [Tokyo]: Genshiryoku Anzen Kiban Kikō, 2005.

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7

Mohseni, Alaeddin. LTPP seasonal asphalt concrete (AC) pavement temperature models. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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8

Mohseni, Alaeddin. LTPP seasonal asphalt concrete (AC) pavement temperature models. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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9

Construction Industry Research and Information Association., ed. Early-age thermal crack control in concrete. London: CIRIA, 2007.

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10

Concrete construction in hot weather. London: T. Telford, 1986.

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11

Bažant, Z. P. Concrete at high temperatures: Material properties and mathematical models. Harlow: Longman, 1996.

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12

Al-Manaseer, A. A. The effects of heat of hydration of mass concrete for cast-in-place concrete piles. Sacramento, Calif: California Dept. of Transportation, Engineering Service Center, 2007.

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13

Hiroshi, Watanabe. Kotsuzai ga konkurīto no tōketsu yūkai teikōsei to kansō shūshuku ni ataeru eikyō to hyōka shikenhō ni kansuru kenkyū. Ibaraki-ken Tsukuba-shi: Doboku Kenkyūjo, 2011.

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14

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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15

tutkimuskeskus, Valtion teknillinen, ed. Frost effects on the microstructure of high strength concrete, and methods for their analysis. Espoo, Finland: Technical Research Centre of Finland, 1992.

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16

305, ACI Committee. Hot weather concreting. Farmington Hills, Mich: American Concrete Institute, 2000.

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17

Kikō, Genshiryoku Anzen Kiban. Konkurīto kyasuku hōshiki chūkan chozō shisetsu no netsuryūdō kaiseki shuhō no kentō. [Tokyo]: Genshiryoku Anzen Kiban Kikō, 2005.

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18

Whiting, D. Durability of in-place concrete containing high-range water-reducing admixtures. Washington, D.C: Transportation Research Board, National Research Council, 1987.

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19

Korhonen, C. J. Assessing cryogenic testing of aggregates for concrete pavements. [Hanover, N.H.]: U.S. Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1995.

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20

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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21

M, Setzer, Auberg Rainer, and International Union of Testing and Research Laboratories for Materials and Structures., eds. Frost resistance of concrete: Proceedings of the International RILEM Workshop on Resistance of Concrete to Freezing and Thawing with or without De-icing Chemicals, University of Essen, September 22-23, 1997. London: E & FN Spon, 1997.

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22

Morales-Valentin, Gustavo E. Temperature differential effect on the falling weight deflectometer deflections used for structural evaluation of rigid pavements. [Austin]: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1987.

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23

Benson, Craig H. Predicting the effects of freezing and thawing on pavement support. Madison: Wisconsin Dept. of Transportation, 1998.

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24

Zudong, Shi, ed. Experiment and calculation of reinforced concrete at elevated temperatures. Waltham, MA: Butterworth-Heinemann, 2011.

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25

Ketcham, Stephen A. Structural mechanics solutions for butt joint seals in cold climates. Hanover, NH: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1996.

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26

Powers, D. A. Submission for the CSNI/GREST benchmark exercise on chemical thermodynamic modeling in core-concrete interaction releases of radionuclides. Washington, DC: Division of Systems Research, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1988.

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27

Janoo, Vincent C. PCC airfield pavement response during thaw-weakening periods: A field study. [Hanover, N.H.]: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1996.

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28

author, Tang Chun'an, ed. Shui ni ji fu he cai liao gao wen lie hua yu sun shang: Thermal Deterioration and Damage of Cement-based Composites at Elevated Temperatures. Beijing: Ke xue chu ban she, 2012.

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29

Burns, Charles M. Effect of concrete moisture conditions. [Toronto]: Research and Development Branch, Ministry of Transportation of Ontario, 1988.

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30

Millard, Alain, and Pierre Pimienta, eds. Modelling of Concrete Behaviour at High Temperature. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11995-9.

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31

Harań, Grzegorz. Impurity effect in high temperature superconductors. Wrocław: Oficyna Wydawnicza Politechniki Wrocławskiej, 2001.

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32

Jung, D. H. Low-temperature cracking: Binder validation. Washington, DC: Strategic Highway Research Program, 1994.

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33

Lansdown, A. R. High temperature lubrication. London: Mechanical Engineering Publications, 1994.

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34

Lufitha, Mundel. Effect of substrate temperature on coating adhesion. Ottawa: National Library of Canada, 2001.

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35

Franklin, Keara A., and Philip A. Wigge. Temperature and plant development. Ames, Iowa USA: Wiley Blackwell, 2014.

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36

Khoury, G. A. Effect of bacterial activity on sea concrete. London: Health and Safety Executive, 1994.

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37

Du, Xiuli, and Liu Jin. Size Effect in Concrete Materials and Structures. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4943-8.

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38

Thiong'o, J. K. The effect of fluorides on reinforced concrete. Manchester: UMIST, 1995.

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39

Chia, Way Seng. Effect of prestress on the fatigue life of concrete. [Austin, Tex.]: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1986.

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40

High temperature corrosion. London: Elsevier Applied Science, 1988.

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41

Center, Turner-Fairbank Highway Research, ed. Fast-track paving: Concrete temperature control and traffic opening criteria for bonded concrete overlays. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1999.

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42

Antifreeze admixtures for cold regions concreting: A literature review. Hanover, N.H: U.S. Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1992.

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43

J, Carino Nicholas, and National Institute of Standards and Technology (U.S.), eds. Mechanical properties of high-strength concrete at elevated temperatures. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2001.

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44

J, Carino Nicholas, and National Institute of Standards and Technology (U.S.), eds. Mechanical properties of high-strength concrete at elevated temperatures. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2001.

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45

J, Carino Nicholas, and National Institute of Standards and Technology (U.S.), eds. Mechanical properties of high-strength concrete at elevated temperatures. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2001.

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46

Cameron, MacInnis, ACI Committee 201., and International Symposium on "How to Produce Durable Concrete in Hot Climates" (1992 : San Juan, P.R.), eds. Durable concrete in hot climates. Detroit, Mich: American Concrete Institute, 1993.

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47

Microwave-Assisted Concrete Technology: Production, Demolition and Recycling. Taylor & Francis Group, 2014.

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48

Thermal cracking in concrete at early ages. London: New York, 1995.

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49

Kanerva, Hannele K. Prediction of low temperature cracking of asphalt concrete mixtures with thermal stress restrained specimen test results. 1993.

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50

Janssen, Donald, and Mark B. Snyder. Resistance of Concrete to Freezing & Thawing. Strategic Highway Research Program (Shrp), 1994.

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