Please use this identifier to cite or link to this item: http://localhost:8080/xmlui/handle/123456789/7782
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dc.contributor.authorHilal, Nahla N.-
dc.contributor.authorSahab, Mohammed Freeh-
dc.contributor.authorMohammed Ali, Taghreed Khaleefa Mohammed-
dc.date.accessioned2022-10-30T14:12:52Z-
dc.date.available2022-10-30T14:12:52Z-
dc.date.issued2020-01-16-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/7782-
dc.description.abstractRecently the application of self-compacting concrete (SCC) has emerging in construction structures due to its good abilities to improve durability and decrease bleeding with good bonding with rebar. On the other hand, large amount of aggregates is required for the production of SCC. However; replacing natural aggregate in SCC with waste materials can led to discover ecological building materials. Walnut shell (WS) is one of the agriculture waste materials which can be used as a substitution of aggregate in SCC. In this research, WS was used as a replacement of coarse aggregate for constructing SCC by employing ten different volume fractions from 5% to 50% with each increment of 5%. Fresh and hardened properties of SCC were investigated for all mixes and control one. The results showed that all tested properties decreased by increase WS volume fraction. However; the lightweight self- compacting concrete (LWSCC) can get at fraction volume of WS equal and or more than 35%. Where, slump flow diameter (SFD), compressive and bond strengths were 560 mm, 35 MPa and 6.55 MPa respectively achieved at 35% ratio of WSen_US
dc.subjectSelf-compacting concreteen_US
dc.subjectWalnut shellen_US
dc.subjectLightweight self-compacting concreteen_US
dc.subjectFresh properties Compressive strengthen_US
dc.subjectBonding strengthen_US
dc.titleFresh and hardened properties of lightweight self-compacting concrete containing walnut shells as coarse aggregateen_US
dc.typeArticleen_US
Appears in Collections:هندسة السدود والموارد المائية



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