Influence of recycled fine aggregates on strength properties of reactive powder mortar

المؤلفون المشاركون

Hasan, Shadha S.
Nayif, Dua H.

المصدر

Engineering and Technology Journal

العدد

المجلد 38، العدد 3A (31 مارس/آذار 2020)، ص ص. 288-294، 7ص.

الناشر

الجامعة التكنولوجية

تاريخ النشر

2020-03-31

دولة النشر

العراق

عدد الصفحات

7

التخصصات الرئيسية

الهندسة المدنية

الملخص EN

Though lot of research has been reported on recycled aggregate concrete, very little information is available about the influence of using recycled aggregate in the production of reactive powder Concrete.

An experimental work was carried out to investigate the influence of using recycled concrete as fine aggregate in reactive powder concrete.

Five different mixes were prepared, the first mix, or control mix, was prepared with natural sand, four additional mixes were prepared with different percentage of substitution of fine aggregates(20%,40%,60% and 80%) .

The investigation was carried out using compressive strength test, direct tensile strength test and flexural strength test.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Nayif, Dua H.& Hasan, Shadha S.. 2020. Influence of recycled fine aggregates on strength properties of reactive powder mortar. Engineering and Technology Journal،Vol. 38, no. 3A, pp.288-294.
https://search.emarefa.net/detail/BIM-948629

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Nayif, Dua H.& Hasan, Shadha S.. Influence of recycled fine aggregates on strength properties of reactive powder mortar. Engineering and Technology Journal Vol. 38, no. 3A (2020), pp.288-294.
https://search.emarefa.net/detail/BIM-948629

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Nayif, Dua H.& Hasan, Shadha S.. Influence of recycled fine aggregates on strength properties of reactive powder mortar. Engineering and Technology Journal. 2020. Vol. 38, no. 3A, pp.288-294.
https://search.emarefa.net/detail/BIM-948629

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references : p. 293-294

رقم السجل

BIM-948629