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Chloride corrosion resistance of underwater repair concrete in terms of the cutting effects of hydrostatic pressure

Author(s):


Medium: journal article
Language(s): en 
Published in: Budownictwo i Architektura, , n. 3, v. 12
Page(s): 161-168
DOI: 10.35784/bud-arch.2028
Abstract:

The paper presents the results of the study of underwater repair concrete under the effect of the salt mist. The research was conducted in accordance with the standard PN-EN 14147. Concrete samples for testing the corrosive elements of that test were taken during the first 7 days of insight in the pressure vessel and were subjected to hydrostatic pressure effects from 0,1 to 0,5 MPa. The beneficial effect of hydrostatic pressure on the corrosion resistance of tested concrete repair was. Was observed samples taken from the surface layers of the tested elements showed slightly higher resistance to chlorides which confirmed the characteristics of pore distribution of concrete in the studies.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.35784/bud-arch.2028.
  • About this
    data sheet
  • Reference-ID
    10476070
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020