INFLUENCE OF FROZEN AND UNFROZEN WATER IN ROCK PORES ON ROCK EXPANSION AND DETERIORATION

Ondrasik M. & Hudec P.P. Freezing expansion and thermodynamics of pore water in rock deterioration. CD Proceedings of 9-th IAEG Congress, Durban, South Africa , 2002, pp. 443, 9 p.

Dananaj I. Rock stress relaxation in dry and saturated states. PhD thesis, University of Windsor, Windsor, Canada,143 p., 2001.

Ondrasik M., Kopecky M. Rock pore structure as main reason of rock deterioration. Studia geotechnica et mechanica Vol.36, No. 1. pp. 79-88, 2014.

Powers T.C. The air requirements of frost resistant concrete. Proceedings of the Highway Research Board 29, pp. 184 211, 1949. 14th SGEM GeoConference on Science and Technologies in Geology, Exploration and Mining

Powers T.C. Freezing Effect in Concrete: Durability of Concrete, ACI SP47, American Concrete Institute, Detroit, Michigan, pp. 1-11, 1975.

Verbeck G. & Landgren R. Influence of physical characteristics of aggregates on frost resistance of concrete. Proceedings of the American Society for Testing and Materials 60, pp. 1063 1079, 1960.

Beaudoin J.J. & MacInnis C. The mechanism of frost damage in hardened cement paste. Cement and Concrete Research. Vol. 4, pp. 139-147, 1974.

Litvan G.G. Phase Transition of Absorbates: IV, Mechanism of Frost Action in Harden Cement Paste. Journal of The American Ceramic Society, Vol. 55, No. 1. pp. 38-42, 1972.

Hudec P.P. Freezing or Osmosis as Deterioration Mechanism of Concrete and Aggregate Low Temperature Effects on Concrete Proceedings, Second Canadian/Japan Workshop, August, 1 2, Ottawa, Ontario, 1991.

Kaneuji M., & Winslow D.N., & Dolch W.L. The relationship between an aggregate pore size distribution and its freeze thaw durability in concrete. Cement and concrete Research. 10(3), pp. 433 441, 1980.

Hudec P.P. Durability of carbonate rocks as function of their thermal expansion, water sorption, and mineralogy. In: ASTM Tech. Pub. 691, pp.497-508, 1980.

Ordóňez S., & Fort R., & Garcia del Cura M.A., Pore size distribution and the durability of a porous limestone. Quaternaly Journal of Engineering Geology 30, pp. 221-230, 1997.

Benavente D, & Garcia del Cura M.A., & Fort R., & Ordóňez S. Durability estimation of porous building stones from pore structure and strength, Quaternaly Journal of Engineering Geology 74, pp. 113-127, 2004.

Moh´d B.K., & Howarth R.J., & Bland C.H. Rapid prediction of building research establishment limestone durability class from porosity and saturation, Quaternaly Journal of Engineering Geology 26, pp. 285-297, 1996.

Ondrasik M. & Hudec P.P. Thermodynamic differences between adsorbed and bulk water in rock pores under microwave radiation and their relationship to rock durability. CD proceedings of 9-th IAEG Congress, Durban, South Africa. 8 p., 2002.

Ondrasik M. & Hudec P.P. Freezing expansion and thermodynamics of pore water in rock deterioration. CD Proceedings of 9-th IAEG Congress, Durban, South Africa , 2002, pp. 443, 9 p.

Dananaj I. Rock stress relaxation in dry and saturated states. PhD thesis, University of Windsor, Windsor, Canada,143 p., 2001.

Ondrasik M., Kopecky M. Rock pore structure as main reason of rock deterioration. Studia geotechnica et mechanica Vol.36, No. 1. pp. 79-88, 2014.

Powers T.C. The air requirements of frost resistant concrete. Proceedings of the Highway Research Board 29, pp. 184 211, 1949. 14th SGEM GeoConference on Science and Technologies in Geology, Exploration and Mining

Powers T.C. Freezing Effect in Concrete: Durability of Concrete, ACI SP47, American Concrete Institute, Detroit, Michigan, pp. 1-11, 1975.

Verbeck G. & Landgren R. Influence of physical characteristics of aggregates on frost resistance of concrete. Proceedings of the American Society for Testing and Materials 60, pp. 1063 1079, 1960.

Beaudoin J.J. & MacInnis C. The mechanism of frost damage in hardened cement paste. Cement and Concrete Research. Vol. 4, pp. 139-147, 1974.

Litvan G.G. Phase Transition of Absorbates: IV, Mechanism of Frost Action in Harden Cement Paste. Journal of The American Ceramic Society, Vol. 55, No. 1. pp. 38-42, 1972.

Hudec P.P. Freezing or Osmosis as Deterioration Mechanism of Concrete and Aggregate Low Temperature Effects on Concrete Proceedings, Second Canadian/Japan Workshop, August, 1 2, Ottawa, Ontario, 1991.

Kaneuji M., & Winslow D.N., & Dolch W.L. The relationship between an aggregate pore size distribution and its freeze thaw durability in concrete. Cement and concrete Research. 10(3), pp. 433 441, 1980.

Hudec P.P. Durability of carbonate rocks as function of their thermal expansion, water sorption, and mineralogy. In: ASTM Tech. Pub. 691, pp.497-508, 1980.

Ordóňez S., & Fort R., & Garcia del Cura M.A., Pore size distribution and the durability of a porous limestone. Quaternaly Journal of Engineering Geology 30, pp. 221-230, 1997.

Benavente D, & Garcia del Cura M.A., & Fort R., & Ordóňez S. Durability estimation of porous building stones from pore structure and strength, Quaternaly Journal of Engineering Geology 74, pp. 113-127, 2004.

Moh´d B.K., & Howarth R.J., & Bland C.H. Rapid prediction of building research establishment limestone durability class from porosity and saturation, Quaternaly Journal of Engineering Geology 26, pp. 285-297, 1996.

Ondrasik M. & Hudec P.P. Thermodynamic differences between adsorbed and bulk water in rock pores under microwave radiation and their relationship to rock durability. CD proceedings of 9-th IAEG Congress, Durban, South Africa. 8 p., 2002.