Skip to main content

Frost Action on Stone

  • Chapter
Stone in Architecture
  • 373 Accesses

Abstract

Frost action on stone and concrete in moderate humid climates has long been known as a disruptive factor which deserves close attention. Frost action results from a combination of factors, such as volumetric expansion from the water to the ice phase, the degree of water saturation of the pore system, the critical pore size distribution, and the continuity of the pore system (see Sect. 6.3). The present accuracy of measurement of the pore size distribution has improved the prediction of durability. In the field, the cause of damage to stone overlaps other powerful agents, like salt action and the disruptive action of pure water below 0 °C.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 74.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Dorsey EN (1940) Property of ordinary water substance. Reinhold, New York, 673 pp

    Google Scholar 

  • Dunn JR, Hudec PP (1966) Water, clay and rock soundness. Ohio J Sci 66 (2): 153–167

    Google Scholar 

  • Fitzner B (1988) Porosity properties of naturally or artificially weathered sandstones. In: Ciabach J (ed) VIth Int Congr on Deterioration and conservation of stone, Torun, Sept 12–14, 1988, pp 236–245

    Google Scholar 

  • Jerwood LC, Robinson DA, Williams RBG (1990) Experimental frost and salt weathering of chalk-II. Earth Surface Processes and Landforms 15: 699–708

    Article  Google Scholar 

  • Kieslinger A (1930) Das Volumen des Eises. Geol Bauwesen 2: 199–207

    Google Scholar 

  • Larsen TD, Cady PD (1969) Identification of frost-susceptible particles in concrete aggregate. Natl Coop Highway Res Progr Rep 66: 62

    Google Scholar 

  • Lienhart DA, Stransky TE (1981) Evaluation of potential sources of rip-rap and armor stone—methods and considerations. Bull Assoc Engin Geol XVIII (3): 323–332

    Google Scholar 

  • Lienhart DA (1988) The geographic distribution of intensity and frequency of freeze-thaw cycles. Assoc Engin Geol Bull XXV (4): 465–469

    Google Scholar 

  • Powers TC (1955) Basic considerations pertaining to freezing and thawing tests. Am Soc Testing Materials Proc 55: 1132–1155

    Google Scholar 

  • Stockhausen N, Dorner H, Zech B, Setzer MJ (1979) Untersuchung von Gefriervorgängen in Zementstein mit Hilfe der DTA. Cement Concrete Res 9: 783–794

    Article  Google Scholar 

  • Walker RD, Pence HJ, Hazlett WH, Ong WJ (1969) One-cycle slow-freeze test for evaluation aggregate performance in frozen concrete. Natl Coop Highway Res Progr Rep 65: 21

    Google Scholar 

  • Winkler EM (1968) Frost damage to stone and concrete: geological considerations. Eng Geol 2 (5): 315–323

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

Copyright information

© 1997 Springer-Verlag Berlin Heidelberg

About this chapter

Cite this chapter

Winkler, E.M. (1997). Frost Action on Stone. In: Stone in Architecture. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-10070-7_11

Download citation

  • DOI: https://doi.org/10.1007/978-3-662-10070-7_11

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-662-10072-1

  • Online ISBN: 978-3-662-10070-7

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics