<?xml version="1.0" encoding="UTF-8"?><rss version="2.0"><channel><title>Blog — Concreto.tec.br</title><description>Technical notes on Portland-cement concrete technology.</description><link>https://concreto.tec.br</link><language>en</language><item><title>Autogenous shrinkage: concrete can crack without losing water</title><link>https://concreto.tec.br/en/blog/autogenous-shrinkage-internal-curing-sap</link><guid isPermaLink="true">https://concreto.tec.br/en/blog/autogenous-shrinkage-internal-curing-sap</guid><description>In a low water–cement mix, hydration dries the paste from the inside. That shrinkage does not require loss to the surroundings; external curing stays mandatory, and Jensen and Hansen (2001) propose internal curing with SAP.</description><pubDate>Fri, 30 Oct 2026 00:00:00 GMT</pubDate><category>shrinkage</category><category>curing</category><category>mix design</category></item><item><title>Carbonation: service life is not settled by fck alone</title><link>https://concreto.tec.br/en/blog/carbonation-service-life-possan-model</link><guid isPermaLink="true">https://concreto.tec.br/en/blog/carbonation-service-life-possan-model</guid><description>CO2 from the air lowers the pH of the cover until the steel is depassivated. Possan&apos;s 2010 model estimates the front and the service life from job-site variables, and NBR 6118 leaves the specification to the aggressiveness class.</description><pubDate>Tue, 27 Oct 2026 00:00:00 GMT</pubDate><category>durability</category><category>carbonation</category><category>service life</category></item><item><title>LC3: the bottleneck is characterizing the clay</title><link>https://concreto.tec.br/en/blog/lc3-limestone-calcined-clay-cement</link><guid isPermaLink="true">https://concreto.tec.br/en/blog/lc3-limestone-calcined-clay-cement</guid><description>What LC3-50 is, why reactivity depends on the kaolinite content of the clay, and what to measure before treating the 50/30/15/5 recipe as the cement of the job.</description><pubDate>Fri, 23 Oct 2026 00:00:00 GMT</pubDate><category>low-clinker cements</category><category>supplementary cementitious materials</category><category>LC3</category></item><item><title>C-S-H nucleation seeding: accelerating low-clinker cement past the first day</title><link>https://concreto.tec.br/en/blog/c-s-h-nucleation-seeding</link><guid isPermaLink="true">https://concreto.tec.br/en/blog/c-s-h-nucleation-seeding</guid><description>Why low-clinker cement gains strength slowly, how a C-S-H seed changes nucleation, what slag does to later strength, and why the number of nuclei matters more than the mass added.</description><pubDate>Tue, 20 Oct 2026 00:00:00 GMT</pubDate><category>hydration</category><category>supplementary cementitious materials</category><category>low-clinker cements</category></item><item><title>Alkali-silica reaction: why silica-rich SCMs hold the alkalis</title><link>https://concreto.tec.br/en/blog/asr-supplementary-cementitious-materials</link><guid isPermaLink="true">https://concreto.tec.br/en/blog/asr-supplementary-cementitious-materials</guid><description>What ASR is, how silica fume, metakaolin, fly ash and slag mitigate it through a low Ca/Si C-S-H, why there is no universal replacement level, and how NBR 15577 requires the mitigation to be proved with the cement and the SCM of the job.</description><pubDate>Fri, 16 Oct 2026 00:00:00 GMT</pubDate><category>durability</category><category>ASR</category><category>supplementary cementitious materials</category></item><item><title>Clay in the sand and PCE admixture: why the slump disappears</title><link>https://concreto.tec.br/en/blog/clay-in-sand-pce-admixture</link><guid isPermaLink="true">https://concreto.tec.br/en/blog/clay-in-sand-pce-admixture</guid><description>Sand carrying clay, especially smectite, binds polycarboxylate superplasticizer. Slump vanishes, and making it up with water is a different concrete.</description><pubDate>Fri, 02 Oct 2026 00:00:00 GMT</pubDate><category>mix design</category><category>admixtures</category><category>aggregates</category></item><item><title>Delayed ettringite formation: the heat that becomes a crack years later</title><link>https://concreto.tec.br/en/blog/delayed-ettringite-formation</link><guid isPermaLink="true">https://concreto.tec.br/en/blog/delayed-ettringite-formation</guid><description>Why a temperature peak in mass concrete can plant ettringite that only expands once the concrete is hard — and what mix design and thermal control have to do with it.</description><pubDate>Fri, 18 Sep 2026 00:00:00 GMT</pubDate><category>durability</category><category>mass concrete</category><category>deterioration</category></item></channel></rss>