Abstract
Tests were carried out to study the effect of the mineralogy of coarse aggregate on the compressive, flexural, and splitting strengths. Two aggregate sizes (10 and 20 mm) were supplied locally from five different areas in Oman; namely Muscat, Bidbid, Sur, Nizwa and Sohar. Petrography analysis was carried out on all these samples. The water/binder ratio (w/b) was kept constant at 0.32 and silica fume and superplasticizers were used in all mixes. The 28-days compressive strength varied between 81.3 and 85.6 MPa for the 10 mm maximum aggregate size, and ranged between 72.5 and 77.5 MPa for the 20 mm maximum aggregate size. Therefore, use of smaller maximum aggregate size would give a higher strength and the mineralogy of the coarse aggregate would affect the strength of concrete.
| Original language | English |
|---|---|
| Pages (from-to) | 499-503 |
| Number of pages | 5 |
| Journal | Construction and Building Materials |
| Volume | 20 |
| Issue number | 7 |
| DOIs | |
| Publication status | Published - Sep 2006 |
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Keywords
- Compressive strength
- Flexural strength
- High-strength concrete
- Mineralogy coarse aggregate
- Silica fume
- Splitting strength
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Materials Science(all)
Cite this
The effect of the mineralogy of coarse aggregate on the mechanical properties of high-strength concrete. / Al-Oraimi, S. K.; Taha, R.; Hassan, H. F.
In: Construction and Building Materials, Vol. 20, No. 7, 09.2006, p. 499-503.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - The effect of the mineralogy of coarse aggregate on the mechanical properties of high-strength concrete
AU - Al-Oraimi, S. K.
AU - Taha, R.
AU - Hassan, H. F.
PY - 2006/9
Y1 - 2006/9
N2 - Tests were carried out to study the effect of the mineralogy of coarse aggregate on the compressive, flexural, and splitting strengths. Two aggregate sizes (10 and 20 mm) were supplied locally from five different areas in Oman; namely Muscat, Bidbid, Sur, Nizwa and Sohar. Petrography analysis was carried out on all these samples. The water/binder ratio (w/b) was kept constant at 0.32 and silica fume and superplasticizers were used in all mixes. The 28-days compressive strength varied between 81.3 and 85.6 MPa for the 10 mm maximum aggregate size, and ranged between 72.5 and 77.5 MPa for the 20 mm maximum aggregate size. Therefore, use of smaller maximum aggregate size would give a higher strength and the mineralogy of the coarse aggregate would affect the strength of concrete.
AB - Tests were carried out to study the effect of the mineralogy of coarse aggregate on the compressive, flexural, and splitting strengths. Two aggregate sizes (10 and 20 mm) were supplied locally from five different areas in Oman; namely Muscat, Bidbid, Sur, Nizwa and Sohar. Petrography analysis was carried out on all these samples. The water/binder ratio (w/b) was kept constant at 0.32 and silica fume and superplasticizers were used in all mixes. The 28-days compressive strength varied between 81.3 and 85.6 MPa for the 10 mm maximum aggregate size, and ranged between 72.5 and 77.5 MPa for the 20 mm maximum aggregate size. Therefore, use of smaller maximum aggregate size would give a higher strength and the mineralogy of the coarse aggregate would affect the strength of concrete.
KW - Compressive strength
KW - Flexural strength
KW - High-strength concrete
KW - Mineralogy coarse aggregate
KW - Silica fume
KW - Splitting strength
UR - http://www.scopus.com/inward/record.url?scp=33645164417&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=33645164417&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2004.12.005
DO - 10.1016/j.conbuildmat.2004.12.005
M3 - Article
VL - 20
SP - 499
EP - 503
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
IS - 7
ER -