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Recycled aggregate concrete\u2010specific design clauses are hindered because conventional research must be complemented with experiments directed towards stochastic modeling, so that reliability concepts may evaluate whether the probabilities of failure of design comply with the expectations of Society or whether specific design rules are needed. This article compares the within\u2010batch variability of carbonation under accelerated conditions of four natural aggregate concrete and four analogue recycled aggregate concrete mixes and analyses the reliability of Eurocode 2 cover design for carbonation exposure. In general, the incorporation of coarse recycled concrete aggregates worsened the mean durability behavior of concrete, including resistance to carbonation. However, the variability of carbonation depth was not meaningfully affected by the recycled aggregates used (coarse recycled aggregates produced from concrete waste) and the reliability of concrete cover design only decreased due to the effect of the recycled aggregates on the mean resistance to carbonation. A 5\u2009mm increase of concrete cover was found to more than offset the detrimental influence of full incorporation of recycled aggregates on the reliability of concrete cover design.<\/jats:p>","DOI":"10.1002\/suco.202100406","type":"journal-article","created":{"date-parts":[[2022,3,19]],"date-time":"2022-03-19T02:10:05Z","timestamp":1647655805000},"page":"1873-1889","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":7,"title":["Reliability\u2010based recommendations for EN1992 carbonation cover design of concrete with coarse recycled concrete aggregates"],"prefix":"10.1002","volume":"23","author":[{"given":"Ant\u00f3nio","family":"Albuquerque","sequence":"first","affiliation":[{"name":"Department of Civil Engineering CERIS, Universidade de Lisboa  Lisbon Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-9348-1226","authenticated-orcid":false,"given":"Jo\u00e3o","family":"Pacheco","sequence":"additional","affiliation":[{"name":"CERIS, c5Lab\u2014Sustainable Construction Materials Association\/Instituto Superior T\u00e9cnico Universidade de Lisboa  Lisbon Portugal"}]},{"given":"Jorge","family":"de Brito","sequence":"additional","affiliation":[{"name":"CERIS, Department of Civil Engineering, Architecture and Georesources, Instituto Superior T\u00e9cnico Universidade de Lisboa  Lisbon Portugal"}]}],"member":"311","published-online":{"date-parts":[[2022,3,18]]},"reference":[{"key":"e_1_2_10_2_1","unstructured":"EU DIRECTIVE 2008\/98\/EC of the European Parliament and the Council of 19 November 2008 on Waste and Repealing Certain Directives 2008 Official Journal of the European Union: European Union."},{"key":"e_1_2_10_3_1","unstructured":"EU DIRECTIVE 2018\/851 of the European Parliament and of the Council of 30 May 2018 Amending Directive 2008\/98\/EC on Waste.2018 Official Journal of the European Union: European Union."},{"key":"e_1_2_10_4_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2018.12.200"},{"key":"e_1_2_10_5_1","doi-asserted-by":"publisher","DOI":"10.1016\/S0958-9465(01)00012-9"},{"key":"e_1_2_10_6_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2012.11.106"},{"key":"e_1_2_10_7_1","doi-asserted-by":"publisher","DOI":"10.14359\/51687800"},{"key":"e_1_2_10_8_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)MT.1943-5533.0002533"},{"key":"e_1_2_10_9_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2019.117322"},{"key":"e_1_2_10_10_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2008.04.012"},{"key":"e_1_2_10_11_1","doi-asserted-by":"publisher","DOI":"10.1520\/JAI101087"},{"key":"e_1_2_10_12_1","volume-title":"Concrete: Specification, performance, production and conformity. 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