[1. Fagerlund G: “A service life model for internal frost damage in concrete,” Report TVBM-3119, Div. of Building Materials, Lund Institute of Technology, Lund, Sweden, 2004.]Search in Google Scholar
[2. Fagerlund G: “The critical flow distance at freezing of concrete – theory and experiment,” Nordic Concrete Research, No. 56, 2017, pp. 35-53.]Search in Google Scholar
[3. Fagerlund G: “Significance of critical degrees of saturation at freezing of porous and brittle materials,” Special Publication SP-47-2 “Durability of Concrete,” American Concrete Institute. Detroit, USA, 1973.]Search in Google Scholar
[4. Fridh K.: “Internal frost damage of concrete. Experimental studies of destruction mechanisms,” Report TVBM-1023, Div. of Building Materials, Lund Institute of Technology, Lund, Sweden, 2005.]Search in Google Scholar
[5. Powers T.C.: “The air requirement of frost-resistant concrete,” Highway Research Board Proceedings, No 29, 1949, pp. 184-202.]Search in Google Scholar
[6. Powers T.C.: “Structure and physical properties of hardened Portland cement paste,” J. American Ceramic Soc., Vol 41, 1958.10.1111/j.1151-2916.1958.tb13494.x]Search in Google Scholar
[7. Qian Z., Ye G., Schlangen E., van Breugel K.: “Modeling fracture behaviour of cement paste based on its microstructure”, Proceedings, 4th Int. Workshop of Young Doctors in Geomechanics. 21-23 Nov. 2012. École des Ponts, Paris Tech., Paris, France.]Search in Google Scholar
[8. Zwolinsky B.J. & Eicher L.D.: “High-precision viscosity of super-cooled water and analysis of the extended range temperature effect,” J. Phys. Chem., 71(13), 1971.10.1021/j100682a019]Search in Google Scholar
[9. Helmuth R.A.: “Capillary size restriction on ice formation in hardened Portland cement paste,” Proceedings, 4th Int. Symposium on Chemistry of Cement. Vol II. Nat. Bureau of Standards, Washington DC., USA, 1960.]Search in Google Scholar
[10. Malhotra M.V., Painter K.A., Bilodeau A.: “Mechanical properties and freezing and thawing resistance of high strength concrete incorporating silica fume,” Cement, Concrete and Aggregate. Vol 9, No 2. ASTM, Washington DC., USA, 1987.10.1520/CCA10071J]Search in Google Scholar
[11. Helmuth, R.A., Turk, D. Elastic moduli of hardened Portland cement paste and tricalcium silicate pastes. Highway Research Board, Special report 90, 1966.]Search in Google Scholar
[12. Powers T.C: “Resistance of concrete to frost at early ages,” Proceedings, RILEM Symposium on Winter Concreting, Copenhagen, Denmark, 1956. The Danish National Institute of Building Research. Session C, General report, pp 1-50.]Search in Google Scholar
[13. Vuorinen J.: “On determination of effective degree of saturation of concrete,” Concrete and soil laboratory, Imatran Voima OY. Oulu, Finland, 1973.]Search in Google Scholar
[14. Nilsson L-O.: “Fuktproblem vid betonggolv” (“Moisture problems in concrete floors”), Report TVBM-3002, Div. of Building Materials, Lund Institute of Technology, Lund, Sweden, 1977. (In Swedish.)]Search in Google Scholar
[15. Lindmark S.: “Mechanisms of salt frost scaling of Portland cement-based materials: Studies and hypothesis,” Report TVBM-1017, Div. of Building Materials, Lund Institute of Technology, Lund, Sweden, 1998.]Search in Google Scholar