{"id":6534,"date":"2021-10-05T13:13:00","date_gmt":"2021-10-05T07:43:00","guid":{"rendered":"https:\/\/www.goseeko.com\/blog\/?p=5703"},"modified":"2025-12-28T09:52:47","modified_gmt":"2025-12-28T04:22:47","slug":"what-is-shrinkage","status":"publish","type":"post","link":"https:\/\/www.goseeko.com\/blog\/what-is-shrinkage\/","title":{"rendered":"What is Shrinkage ?"},"content":{"rendered":"\n<p>Shrinkage is the decrease in volume of concrete in the absence of load with time. In the plastic stage concrete shrinks in volume due to absorption of water or loss of water.<\/p>\n\n\n\n<p>Due to bleeding the surface water evaporates rapidly causing and this uneven shrinkage causes shrinkage cracks. It is depends upon the efficiency of the curing method as well as water cement ratio, cement lean mixes and amount of water added.<\/p>\n\n\n\n<p>It can be reduced by using low water cement ratio, presaturated aggregate, watertight and non absorbent.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Factors Affecting:<\/strong><\/h2>\n\n\n\n<ol class=\"wp-block-list\">\n<li>Water cement ratio<\/li>\n\n\n\n<li>Cement type and content<\/li>\n\n\n\n<li>Ambient humidity<\/li>\n\n\n\n<li>Type of aggregate and content<\/li>\n\n\n\n<li>Admixtur<\/li>\n<\/ol>\n\n\n\n<p><strong>1. Water cement ratio<\/strong><\/p>\n\n\n\n<p>It increases with the increase in water cement ratio.<\/p>\n\n\n\n<p><strong>2. Cement type and Content<\/strong><\/p>\n\n\n\n<p>Rapid hardening cement gains strength rapidly and hence shrinks more than ordinary portland cement. The shrinkage increases with the increase in cement content.<\/p>\n\n\n\n<p><strong>3. Ambient Humidity<\/strong><\/p>\n\n\n\n<p>The shrinkage increases with the decrease in humidity<\/p>\n\n\n\n<p><strong>4. Type of aggregate and content<\/strong><\/p>\n\n\n\n<p>Aggregates restrain the extent of shrinkage in concrete hence concrete with larger aggregate content produces less.<\/p>\n\n\n\n<p><strong>5. Admixture<\/strong><\/p>\n\n\n\n<p>Firstly shrinkage increases with addition of calcium chloride and reduces with lime replacement<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Types of Shrinkage :<\/strong><\/h2>\n\n\n\n<ol class=\"wp-block-list\">\n<li>Plastic <\/li>\n\n\n\n<li>Drying <\/li>\n\n\n\n<li>Carbonation <\/li>\n\n\n\n<li>Autogenous <\/li>\n<\/ol>\n\n\n\n<p><strong>1. Plastic <\/strong><\/p>\n\n\n\n<p>If the volume reduction in concrete occurs before it becomes hard or still in plastic stage it is called plastic .<\/p>\n\n\n\n<p><strong>2. Drying <\/strong><\/p>\n\n\n\n<p>The reduction in volume of concrete that occurs preliminary due to moisture loss after the concrete has hardened is known as drying .<\/p>\n\n\n\n<p><strong>3. Carbonation<\/strong><\/p>\n\n\n\n<p>Carbon dioxide reacts with the moisture present in the atmosphere forming carbonic acid which then react with to form calcium carbonate and some other cement compounds are also decomposed.<\/p>\n\n\n\n<p><strong>4. Autogenous <\/strong><\/p>\n\n\n\n<p>In the sealed concrete the macroscopic volume change occurring with no moisture movement to or from the paste is called autogenous. <a href=\"https:\/\/admin.bdembassydoha.org\/\">https:\/\/admin.bdembassydoha.org\/<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Shrinkage is the decrease in volume of concrete in the absence of load with time. In the plastic stage concrete shrinks in volume due to absorption of water or loss of water.<\/p>\n","protected":false},"author":28,"featured_media":6420,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_jetpack_memberships_contains_paid_content":false,"footnotes":""},"categories":[35],"tags":[],"class_list":["post-6534","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-civil"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v25.3.1 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>What is Shrinkage ? - Goseeko blog<\/title>\n<meta name=\"description\" content=\"Shrinkage is the decrease in volume of concrete in the absence of load with time. 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