{"title":"Study of the Compressive Strength Characteristic for Compressed Earth Blocks Produced from Laylan Area South Eastern Kirkuk/ Iraq","authors":"Daryah Ameen, A. Tokmachy","doi":"10.32894/kujss.2019.14.2.12","DOIUrl":null,"url":null,"abstract":"Compressive strength characteristic was studied for compressed earth block produced from Laylan area south eastern Kirkuk through the compressed earth blocks samples were prepared with dimensions (8.8*6.3*2.2( cm 3 based on the international Standards (ASR 671:1996, ASR 674:1996(, the unconfined compressive strength the blocks models was examined after different period curing (7,14,28( under laboratory condition ranging in value between )30.1-42.6 MPa) these results are according to engineering specifications is an approach to the un-confined compressive strength values of the concrete blocks and these result are considered good in comparison to the un-confined compressive strength values of the fired bricks.","PeriodicalId":34247,"journal":{"name":"mjl@ jm`@ krkwk ldrst l`lmy@","volume":" ","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2019-06-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"mjl@ jm`@ krkwk ldrst l`lmy@","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.32894/kujss.2019.14.2.12","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Compressive strength characteristic was studied for compressed earth block produced from Laylan area south eastern Kirkuk through the compressed earth blocks samples were prepared with dimensions (8.8*6.3*2.2( cm 3 based on the international Standards (ASR 671:1996, ASR 674:1996(, the unconfined compressive strength the blocks models was examined after different period curing (7,14,28( under laboratory condition ranging in value between )30.1-42.6 MPa) these results are according to engineering specifications is an approach to the un-confined compressive strength values of the concrete blocks and these result are considered good in comparison to the un-confined compressive strength values of the fired bricks.
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