Abstract
A laboratory study demonstrates that high volume, 45% by mass replacement of portland cement (OPC) with 30% finely-ground basaltic ash from Saudi Arabia (NP) and 15% limestone powder (LS) produces concrete with good workability, high 28-day compressive strength (39 MPa), excellent one year strength (57 MPa), and very high resistance to chloride penetration. Conventional OPC is produced by intergrinding 95% portland clinker and 5% gypsum, and its clinker factor (CF) thus equals 0.95. With 30% NP and 15% LS portland clinker replacement, the CF of the blended ternary PC equals 0.52 so that 48% CO2 emissions could be avoided, while enhancing strength development and durability in the resulting self-compacting concrete (SCC). Petrographic and scanning electron microscopy (SEM) investigations of the crushed NP and finely-ground NP in the concretes provide new insights into the heterogeneous fine-scale cementitious hydration products associated with basaltic ash-portland cement reactions.
Original language | English (US) |
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Pages (from-to) | 136-147 |
Number of pages | 12 |
Journal | Cement and Concrete Composites |
Volume | 45 |
DOIs | |
State | Published - 2014 |
Keywords
- Basaltic ash pozzolan
- Chloride migration
- Compressive strength
- Limestone filler
- Petrographic analysis
- Self-consolidating concrete
ASJC Scopus subject areas
- Building and Construction
- General Materials Science