{"id":5489,"date":"2025-08-03T19:18:11","date_gmt":"2025-08-03T17:18:11","guid":{"rendered":"https:\/\/lep.edu.ly\/research\/effect-of-locally-manufactured-mosaico-tiles-waste-on-concrete-strength\/"},"modified":"2025-08-03T19:18:11","modified_gmt":"2025-08-03T17:18:11","slug":"effect-of-locally-manufactured-mosaico-tiles-waste-on-concrete-strength","status":"publish","type":"research","link":"https:\/\/lep.edu.ly\/en\/research\/effect-of-locally-manufactured-mosaico-tiles-waste-on-concrete-strength\/","title":{"rendered":"Effect of Locally Manufactured Mosaico Tiles Waste on Concrete Strength"},"content":{"rendered":"","protected":false},"excerpt":{"rendered":"<p>this study investigates the strength of concrete<br \/>\nproduction from the waste of local mosico tiles, where<br \/>\nincluded the use of two types of coarse aggregate, the first<br \/>\none was natural aggregate used for the reference concrete<br \/>\nmix, and the other was imported from local tile factory in<br \/>\nZliten. The tile waste was crushed by manual means. The<br \/>\nnatural aggregate in concrete mix was replaced by the<br \/>\nmosico tiles waste with percentages 0%, 50% and 100%.<br \/>\nSeveral laboratory tests were carried out on coarse<br \/>\naggregate, fine aggregate and tile waste such as sieve<br \/>\nanalysis test, water absorption test, and conducting tests on<br \/>\nfresh concrete represented by operational testing, as well as<br \/>\nhardened concrete to know its resistance. The results<br \/>\nshowed that the higher the percentage of adding residues,<br \/>\nthe higher the operational degree, and the decrease in<br \/>\nconcrete was recorded 9, 10.5 and 11 cm according to<br \/>\nreplacement ratios, respectively. While the results of<br \/>\nconcrete resistance showed that the decrease in pressure<br \/>\nresistance the higher the percentage of adding residues at<br \/>\nthe time of 7 days, and recorded 28, 16.77 and 14.84 Mpa,<br \/>\nin the above mentioned ratios, respectively. From a period<br \/>\nof 7 to 28 days the concrete resistance increased with an<br \/>\nincrease in the percentage of adding residues. It was<br \/>\nrecorded as 32.63, 21.01 and 18.26 Mpa, where the strength<br \/>\nof the concrete with adding of mosico tile residues is poor<br \/>\ncompared the reference sample.<\/p>\n","protected":false},"author":317,"featured_media":2403,"menu_order":0,"comment_status":"open","ping_status":"closed","template":"","format":"standard","research_category":[129],"class_list":["post-5489","research","type-research","status-publish","format-standard","has-post-thumbnail","hentry","research_category-129"],"acf":[],"lang":"en","translations":{"en":5489},"pll_sync_post":[],"_links":{"self":[{"href":"https:\/\/lep.edu.ly\/jehivac\/wp\/v2\/research\/5489","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/lep.edu.ly\/jehivac\/wp\/v2\/research"}],"about":[{"href":"https:\/\/lep.edu.ly\/jehivac\/wp\/v2\/types\/research"}],"author":[{"embeddable":true,"href":"https:\/\/lep.edu.ly\/jehivac\/wp\/v2\/users\/317"}],"replies":[{"embeddable":true,"href":"https:\/\/lep.edu.ly\/jehivac\/wp\/v2\/comments?post=5489"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/lep.edu.ly\/jehivac\/wp\/v2\/media\/2403"}],"wp:attachment":[{"href":"https:\/\/lep.edu.ly\/jehivac\/wp\/v2\/media?parent=5489"}],"wp:term":[{"taxonomy":"research_category","embeddable":true,"href":"https:\/\/lep.edu.ly\/jehivac\/wp\/v2\/research_category?post=5489"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}