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DC Field | Value | Language |
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dc.contributor.author | Al-Jumaily, Ibrahim A. S. | - |
dc.contributor.author | Al-Nu'man, Bayan S. | - |
dc.contributor.author | Al-Hadithi, Abdulkader Ismail | - |
dc.date.accessioned | 2022-10-30T21:56:26Z | - |
dc.date.available | 2022-10-30T21:56:26Z | - |
dc.date.issued | 2001 | - |
dc.identifier.issn | 1992-7428 | - |
dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/7849 | - |
dc.description.abstract | This 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.iso | en | en_US |
dc.subject | polymer Modified concrete, Styrene Butadiene Rubber (SBR) polymer, Mechanical Properties, No-Fines | en_US |
dc.title | Mechanical Properties of No-Fines Polymer Concrete | en_US |
dc.type | Article | en_US |
Appears in Collections: | الهندسة المدنية |
Files in This Item:
File | Description | Size | Format | |
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خلاصة بحث رقم 51.pdf | 104.48 kB | Adobe PDF | View/Open |
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