Please use this identifier to cite or link to this item: http://localhost:8080/xmlui/handle/123456789/7849
Full metadata record
DC FieldValueLanguage
dc.contributor.authorAl-Jumaily, Ibrahim A. S.-
dc.contributor.authorAl-Nu'man, Bayan S.-
dc.contributor.authorAl-Hadithi, Abdulkader Ismail-
dc.date.accessioned2022-10-30T21:56:26Z-
dc.date.available2022-10-30T21:56:26Z-
dc.date.issued2001-
dc.identifier.issn1992-7428-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/7849-
dc.description.abstractThis research includes the study of the properties of No-fines concrete using 10-mm maximum size of aggregates and improved by SBR polymer. The concrete mixes by weight were (1:5), (1:6) and (1:7) (cement:aggregate) respectively .The polymer was added as percentages of cement weight and were 5% , 7.5% and 10%. Reference mixes were made for every case. Appreciable improved was recorded in compressive and flexural strengths.The 28-day compressive strength for polymer no-fines concrete ranged between (7.65-17.65)MPa whereas the reference concrete ranged (3.05-14.72)Mpa.The 28-day flexural strength for polymer no-fines concrete ranged (2.935-0.375)MPa corresponding to (0.4605-0.493)MPa for reference concrete. The density of concrete varied between 2030 and 2170kg/m3.en_US
dc.language.isoenen_US
dc.subjectpolymer Modified concrete, Styrene Butadiene Rubber (SBR) polymer, Mechanical Properties, No-Finesen_US
dc.titleMechanical Properties of No-Fines Polymer Concreteen_US
dc.typeArticleen_US
Appears in Collections:الهندسة المدنية

Files in This Item:
File Description SizeFormat 
خلاصة بحث رقم 51.pdf104.48 kBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.