Statistical Study to Check the Conformity of Aggregate in Kirkuk City to Requirement of Iraqi Specification
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Abstract
This research reviews a statistical study to check the conformity of aggregates (Coarse
and Fine) was used in Kirkuk city to the requirements of the Iraqi specifications. The data of
sieve analysis (215 samples) of aggregates being obtained from of National Central
Construction Laboratory and Technical College Construction Laboratory in Kirkuk city have
analyzed using the statistical program SAS. The results showed that 5%, 17%, and 18% of fine
aggregate samples are passing sieve sizes 10 mm, 4.75 mm, and 2.36 mm, respectively, which
were less than the minimum limit allowed by the Iraqi specifications for each sieve. The
percentages passing sieve sizes 1.18mm, 600micrometers, and 300micrometers were more
than the upper limit of specification by 5%, 20%, and 30% respectively. The samples were
passing sieve sizes 1.18mm, and 600micrometers less than the minimum limit of specification
by 17%, and 4%, respectively. The results showed that the deviation in a sieve size of 150micrometers for the upper limit of the specification performs 2% of the total number of samples.
For Coarse aggregate, the samples passing sieves size 37.5mm and 20mm were comforting
the Iraqi specifications by 100% and 83% respectively, it has found that the samples were
passing sieve sizes 10mm was 5% was more than the higher limit of Iraqi specifications, and
27% of these samples were less than the minimum limit, whereas sample passing sieve size
5mm was 1% which is more than the upper limit of the Iraqi specification. As a result of
statistical analysis of data for fine aggregate, it has found that the samples were passing sieve
sizes 10mm, 2.36mm, 1.18mm and 150micrometers conforming from statistical point of view the
Iraqi specifications, whereas the samples were passing sieve sizes 4.75mm, 600micrometers
and 300 micrometers didn’t conform. Statistical analysis of the results of the coarse aggregates
also showed that conforming to sieve sizes of 37.5mm and 20mm and didn’t conform for sieve
sizes 10mm and 5mm.
Metrics
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References
-الخلف ، مؤ دٌ نوري و وٌسف، هنا عبد ،"تكنولوج اٌ
، الخرسانة"، مطبعة الجامعة التكنولوج ةٌ، 558
.1984
- Sangor AM. The use of coarse and fine
aggregate not satisfying Iraqi specification
for grading in concrete. M.Sc. Thesis,
University of Baghdad, Collage of
Engineering, 2005.
- IQS 45/1984. Iraq specification for
aggregate from natural source for concrete
and building construction. Baghdad, Iraq.
- Neville, AM., Properties of Concrete”, 5th
ed., (London), PITMAN, 2011.
- Al-Dulaimy AJ. The effect of fine
aggregate on properties of concrete. M.Sc.
Thesis, University of Baghdad, Collage of
Engineering, 2005.
- Neville AM., and Brooks JJ. Concrete
technology. 5th ed., (London), PITMAN,
- ASTM Designation C295-65. Standard
recommended practice for petrographic
examination of aggregates for concrete.
book of ASTM, part2, 1972.
- Popovics S. The use of fineness Modulus
for the grading evaluation of aggregate for
concrete. Magazine of Concrete Research.
; 18(56):131-140.
- ACI 211.1-91. Standard practice for
selection proportions for normal, heavy
weight, and mass concrete. American
Concrete Institute. Committee 221. U.S.A.
- Al-Rawi RS, Abdul Latif AM. and Al-
Dulaimy AJ. The effect of grading of fine
aggregate on some properties of concrete.
Journal of Kerbala University, Scientific.
; 7(1):251-257.
- Al-Rawi RS. Investigation about grading
of aggregate in Iraq. National Center for
Construction Laboratories. Iraq. 2000.
-12 جبار، اٌ نعمة. تق مٌٌ استخدام الرمل النهري ف نتاج الخرسانة. مجلة جامعة بابل / العلوم الصرفة
-2141:) والتطب قٌ ةٌ; 2010 . العدد ) 5( المجلد ) 18
.2151
- Al-Sinawi SA, Al-Bazaz AHF, Al-Adeeb
AM. A Geological engineering evaluation
of natural concrete aggregates in Iraq.
:1-3.
- British Standards Institution. Method for
the sampling and testing of minerals
aggregates, sand and fillers. B.S. 812,
- Abrams DA. Design of concrete mixture.
Bulletin 1, Structural Materials Research
Laboratory, Lewis Institute, Chicago, 1918.
- Agha, FK. Effect of aggregate on the
quality of concrete. M.Sc. Thesis, Kansas
State University, Collage of Engineering,
- Popovics S. Concrete making material.
McGraw-Hill Book Company, New York and
Hemisphere Publishing Corporation,
Washington, DC, 1978.
- Raouf Z.A. Sand of Iraqi. The Engineer;
Iraqi Engineer Association, sept.-1965,
Baghdad, Iraq
- Al-Qassab FF. Concrete mix design
related to local conditions. M.Sc. Thesis,
University of Baghdad, College of
Engineering, 1986: 56-120.
- Al-Baghdadi HM. “The use of gravel with
grading outside the current Iraqi standard
specification limits in concrete. M.Sc.
Thesis, University of Baghdad, Collage of
Engineering, 2005.
- Nichols FP. Manufactured sand and
crushed stone in Portland cement concrete.
Magazine of Concrete International Design
and Construction. 1982; 4(8).
- ASTM C33-03. Standard specification
for concrete aggregate. Annual Book of
ASTM Standard, United State, 2003.
- Al-Rawi RS. and Al-Murshidi K. Effects
of water/cement ratio and mix proportion in
accelerated testing of concrete. Cement
and Concrete Research. 1978; 8(3):343- DOI: https://doi.org/10.1016/0008-8846(78)90104-7
- Loannides AM., Miller RA., Mills, JC,
Deshini A, Walsh KM. Effect of larger sized
coarse aggregates on mechanical
properties of Portland cement concrete
pavements and structures. Final Report
State Job No.: 14803, Research Paper
/79, University of Cincinnati, Cincinnati
Infrastructure Institute, Department of Civil
and Environmental Engineering, Cincinnati,
OH, 2006.
-25 السامرائ ،ً فراس رشاد، تحل لٌ الب اٌنات باستعمال
البرنامج الاحصائ ساس، كل ةٌ الطب الب طٌري، جامعة
. بغداد، 20