{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,21]],"date-time":"2026-01-21T06:47:13Z","timestamp":1768978033650,"version":"3.49.0"},"reference-count":42,"publisher":"Wiley","issue":"5","license":[{"start":{"date-parts":[[2020,9,8]],"date-time":"2020-09-08T00:00:00Z","timestamp":1599523200000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"content-domain":{"domain":["onlinelibrary.wiley.com"],"crossmark-restriction":true},"short-container-title":["Structural Concrete"],"published-print":{"date-parts":[[2021,10]]},"abstract":"<jats:title>Abstract<\/jats:title><jats:p>The paper describes the main mechanisms of carbonation and chloride penetration into concrete and how the rate of penetration can be measured with laboratory tests. It is also discussed why nondestructive test (NDT) methods for measuring directly the resistance of aged field concrete to carbonation or chloride penetration are not available. Only destructive tests are applicable which, given the very high\u2010spatial variability encountered, become prohibitive in terms of costs and damage. The only way to assess the resistance of aged field concrete to carbonation or chloride penetration is through surrogate tests measuring variables that are linked to it. There are two standardized test methods with potential as surrogate tests, as they are fast and entirely nondestructive: the coefficient of air permeability <jats:italic>kT<\/jats:italic> (\u201cTorrent\u201d method) and the electrical resistivity <jats:italic>\u03c1<\/jats:italic> (\u201cWenner\u201d method). Data obtained on\u2010site with both methods are presented, confirming their potential to assess the resistance of aged field concrete to carbonation or chloride penetration.<\/jats:p>","DOI":"10.1002\/suco.201900474","type":"journal-article","created":{"date-parts":[[2020,9,24]],"date-time":"2020-09-24T14:33:11Z","timestamp":1600957991000},"page":"2581-2594","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":2,"title":["Resistance of concrete to carbonation and chloride penetration assessed on site through nondestructive test"],"prefix":"10.1002","volume":"22","author":[{"ORCID":"https:\/\/orcid.org\/0000-0003-0438-8391","authenticated-orcid":false,"given":"Roberto","family":"Torrent","sequence":"first","affiliation":[{"name":"Materials Advanced Services Ltd  Buenos Aires Argentina"}]},{"given":"Kei\u2010ichi","family":"Imamoto","sequence":"additional","affiliation":[{"name":"Department of Architecture Tokyo University of Science  Tokyo Japan"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-8055-0314","authenticated-orcid":false,"given":"Rui","family":"Neves","sequence":"additional","affiliation":[{"name":"ESTBarreiro Polytechnic Institute of Set\u00fabal  Barreiro Portugal"}]}],"member":"311","published-online":{"date-parts":[[2020,9,8]]},"reference":[{"key":"e_1_2_9_2_1","first-page":"1","article-title":"Durability of concrete\u2013fifty years of Progress?","author":"Mehta PK","year":"1991","journal-title":"ACI SP\u2010126"},{"key":"e_1_2_9_3_1","first-page":"112","article-title":"Model code for service life design","author":"fib","year":"2006","journal-title":"fib Bulletin 34"},{"key":"e_1_2_9_4_1","volume-title":"Corrosion of steel in concrete","author":"Bertolini L","year":"2004"},{"key":"e_1_2_9_5_1","unstructured":"DuraCrete(2000). 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