Evaluation of using local coarse aggregate of Kerbala Quarries in production of high strength concrete

Joint Authors

al-Khafaji, Muhammad K.
al-Maimuri, Najah M. L.
al-Khafaji, Jabbar A. J.

Source

Journal of University of Babylon for Engineering Sciences

Issue

Vol. 21, Issue 5 (31 Dec. 2013), pp.1611-1621, 11 p.

Publisher

University of Babylon

Publication Date

2013-12-31

Country of Publication

Iraq

No. of Pages

11

Main Subjects

Civil Engineering

Topics

Abstract AR

تم تقييم استخدام الحصى الأبيض المكسر من مقالع كربلاء في تصميم الخلطات الكونكريتية عالية المقاومة.

تم تناول نوعين من الخلطات بمقاومة انضغاط (A) (40 Mpa) و (B) (60 Mpa).

إن نسب تصميم الخلطات هو (0.35 و 0.3 ماء / سمنت)، (446 كغم / م3، 550 كغم / م3)، (0.8 لتر / م3) لكلا الخلطتان A و B على التوالي.

إن نتائج فحوصات الخرسانة الطرية بينت أن الخلطتين المصنوعتين من الحصى الأبيض المكسر كانت بأقل هطول مقداره 57، 52 ملم للخلطة ب و عامل رص هو 0.95، 0.92 للخلطتان A و B على التوالي.

إن أعلى مقاومة الانضغاط هي 43.6 و 62.2 ميكاباسكال و معامل مرونة 40.5 و 43.4 كيكا باسكال و معامل التصدع 6.3 و 6.7 ميكا باسكال و مقاومة شد الانشطار 4.5 و 4.9 ميكا باسكال و سرعة الموجات فوق الصوتية هي 4.25 و 4.58 كم / ثانية و لكلا الخلطتين A و B في عمر 28 يوم على التوالي.

Abstract EN

The use of White Crushed Gravel from Kerbela Quarries in the design of high strength concrete mixes is evaluated through this research.

Two grades of mixes are undertaken ; they are A (40 Mpa) and B (60 Mpa) of compressive strength.

The mixes proportion is used for the design in these mixes are (0.35 and 0.3 water / cement ratio), (446kg / m3 and 550kg / m3 cement), (0.8 liter / kg super plasticizer) for each A and B mixes respectively.

The fresh concrete tests results indicate that mixes made of the Crushed White Gravel characterized with slump value of 57 and 52 mm and compaction factor of (0.95, 0.92) for the mixes type A and B respectively.

The maximum compressive strength of (43.6and 62.2) Mpa, the modulus of elasticity of (40.5 and 43.4) Gpa, the modulus of rupture of (6.3 and 6.7 ) Mpa, the splitting tensile strength of (4.5 and 4.9 Mpa, the Ultra Sonic Pulse velocity of (4.25 and 4.58) Km / s for both A and B mixes respectively at 28 days.

American Psychological Association (APA)

al-Maimuri, Najah M. L.& al-Khafaji, Muhammad K.& al-Khafaji, Jabbar A. J.. 2013. Evaluation of using local coarse aggregate of Kerbala Quarries in production of high strength concrete. Journal of University of Babylon for Engineering Sciences،Vol. 21, no. 5, pp.1611-1621.
https://search.emarefa.net/detail/BIM-346237

Modern Language Association (MLA)

al-Khafaji, Muhammad K.…[et al.]. Evaluation of using local coarse aggregate of Kerbala Quarries in production of high strength concrete. Journal of University of Babylon for Engineering Sciences Vol. 21, no. 5 (2013), pp.1611-1621.
https://search.emarefa.net/detail/BIM-346237

American Medical Association (AMA)

al-Maimuri, Najah M. L.& al-Khafaji, Muhammad K.& al-Khafaji, Jabbar A. J.. Evaluation of using local coarse aggregate of Kerbala Quarries in production of high strength concrete. Journal of University of Babylon for Engineering Sciences. 2013. Vol. 21, no. 5, pp.1611-1621.
https://search.emarefa.net/detail/BIM-346237

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references : p. 1620

Record ID

BIM-346237