{"id":20618,"date":"2025-09-29T11:07:16","date_gmt":"2025-09-29T11:07:16","guid":{"rendered":"https:\/\/ctcon-rm.com\/?p=20618"},"modified":"2025-09-30T08:50:39","modified_gmt":"2025-09-30T08:50:39","slug":"improvements-in-aggregate-paste-interface-by-the-hydration-of-steelmaking-waste-in-concretes-and-mortars","status":"publish","type":"post","link":"https:\/\/ctcon-rm.com\/en\/improvements-in-aggregate-paste-interface-by-the-hydration-of-steelmaking-waste-in-concretes-and-mortars\/","title":{"rendered":"Improvements in Aggregate-Paste Interface by the Hydration of Steelmaking Waste in Concretes and Mortars"},"content":{"rendered":"<p class=\"has-black-color has-text-color has-link-color wp-elements-e3f6f42186f98c2c82f058deddade0a6 wp-block-paragraph\"><strong>Authors<\/strong><br>Isabel Mi\u00f1ano; Francisco J. Benito; Manuel Valcuende; Carlos Rodr\u00edguez; Carlos J. Parra. <\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Abstract<\/strong><br>The study evaluates self-compacting concretes where part of the limestone aggregate is replaced with granulated blast furnace slag (GBFS) at 0\u201360%. Early-age mixes with higher GBFS show lower compressive strength due to poorer aggregate compaction, but long-term strength increases as the slag hydrates\/reacts, improving the aggregate\u2013paste interface. <\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Type of publication<\/strong><br>Journal paper. <\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Publisher<\/strong><br><em>Materials<\/em> (MDPI), 12(7), Article 1147; published 9 April 2019. <\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>DOI<\/strong><br>10.3390\/ma12071147. <\/p>\n\n\n\n<p class=\"has-luminous-vivid-orange-color has-text-color has-link-color wp-elements-30c2af1f399930544e38c1e36174a91f wp-block-paragraph\"><strong><a href=\"https:\/\/www.mdpi.com\/1996-1944\/12\/7\/1147\" target=\"_blank\" rel=\"noopener\">ACCESS HERE<\/a><\/strong><\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>","protected":false},"excerpt":{"rendered":"<p>Abstract<br \/>\nThe study evaluates self-compacting concretes where part of the limestone aggregate is replaced with granulated blast furnace slag (GBFS) at 0\u201360%. Early-age mixes with higher GBFS show lower compressive strength due to poorer aggregate compaction, but long-term strength increases as the slag hydrates\/reacts, improving the aggregate\u2013paste interface.<\/p>","protected":false},"author":5,"featured_media":0,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_uf_show_specific_survey":0,"_uf_disable_surveys":false,"footnotes":""},"categories":[156],"tags":[157],"class_list":["post-20618","post","type-post","status-publish","format-standard","hentry","category-publicaciones-cientificas","tag-publicaciones-cientificas"],"_links":{"self":[{"href":"https:\/\/ctcon-rm.com\/en\/wp-json\/wp\/v2\/posts\/20618","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/ctcon-rm.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/ctcon-rm.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/ctcon-rm.com\/en\/wp-json\/wp\/v2\/users\/5"}],"replies":[{"embeddable":true,"href":"https:\/\/ctcon-rm.com\/en\/wp-json\/wp\/v2\/comments?post=20618"}],"version-history":[{"count":4,"href":"https:\/\/ctcon-rm.com\/en\/wp-json\/wp\/v2\/posts\/20618\/revisions"}],"predecessor-version":[{"id":20686,"href":"https:\/\/ctcon-rm.com\/en\/wp-json\/wp\/v2\/posts\/20618\/revisions\/20686"}],"wp:attachment":[{"href":"https:\/\/ctcon-rm.com\/en\/wp-json\/wp\/v2\/media?parent=20618"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/ctcon-rm.com\/en\/wp-json\/wp\/v2\/categories?post=20618"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/ctcon-rm.com\/en\/wp-json\/wp\/v2\/tags?post=20618"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}