Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Engineering properties of slag-based geopolymer concrete

View through CrossRef
Geopolymer concrete is manufactured from high-volume waste materials, such as fly ash from coal-burning power stations and can be altered by adding mineral admixtures, such as ground granulated slag or granulated lead smelter slag. The addition of these admixtures may lead to increase the compressive strength of fly ash, or reduce the amount of cementitious material in the binder, which in turn reduces costs and offers further environmental benefits. This paper presents an experimental study on the behavior of slag-based geopolymer concrete. The experimental program included 25 mix designs which were used to examine several parameters. The key parameters considered were the slag-to-fly ash ratio, slag-to-river sand ratio, alkaline solution-to-binder ratio and curing method. The mechanical properties were tested, analyzed and compared to the American Concrete Institute and Australian Standards set for ordinary Portland cement concrete in order to determine the similarities and differences. The results show that using partially slag as a binder of up to 75% can provide a normal concrete strength. The results concluded that the mechanical properties of the slag-based geopolymer concrete were similar to that of fly ash-based geopolymer concrete.
Title: Engineering properties of slag-based geopolymer concrete
Description:
Geopolymer concrete is manufactured from high-volume waste materials, such as fly ash from coal-burning power stations and can be altered by adding mineral admixtures, such as ground granulated slag or granulated lead smelter slag.
The addition of these admixtures may lead to increase the compressive strength of fly ash, or reduce the amount of cementitious material in the binder, which in turn reduces costs and offers further environmental benefits.
This paper presents an experimental study on the behavior of slag-based geopolymer concrete.
The experimental program included 25 mix designs which were used to examine several parameters.
The key parameters considered were the slag-to-fly ash ratio, slag-to-river sand ratio, alkaline solution-to-binder ratio and curing method.
The mechanical properties were tested, analyzed and compared to the American Concrete Institute and Australian Standards set for ordinary Portland cement concrete in order to determine the similarities and differences.
The results show that using partially slag as a binder of up to 75% can provide a normal concrete strength.
The results concluded that the mechanical properties of the slag-based geopolymer concrete were similar to that of fly ash-based geopolymer concrete.

Related Results

BRIEF REVIEW OF GEOPOLYMER BINDER
BRIEF REVIEW OF GEOPOLYMER BINDER
Concrete is a famous component in construction due to the ease of work in shape and dimension. However, concrete is highly dependent on the availability of Ordinary Portland cement...
Pengaruh Penambahan Iron Slag Sebagai Subtitusi Agregat Kasar Terhadap Kuat Tekan Pada Beton
Pengaruh Penambahan Iron Slag Sebagai Subtitusi Agregat Kasar Terhadap Kuat Tekan Pada Beton
Slag is the residual product of blast furnace combustion, which is produced in the form of iron slag which is still not used properly, causing problems for the environment. In line...
Assessment of Geopolymer Concrete for Underwater Concreting Properties
Assessment of Geopolymer Concrete for Underwater Concreting Properties
For ages, concrete has been used to construct underwater structures. Concrete laying underwater is a very complex procedure important to the success or failure of underwater projec...
Adhesive Behaviour of BOF Slag to BOF Lining Refractory in Slag Splashing Process
Adhesive Behaviour of BOF Slag to BOF Lining Refractory in Slag Splashing Process
A slag layer is formed when slag is splashed onto refractory lining in BOF slag splashing process. The melting temperature of the slag layer and the adhesion of the slag layer to t...
POTENSI SLAG NIKEL HALUS (FeNi 4) PT. ANTAM POMALAA SEBAGAI AGREGAT HALUS PADA CAMPURAN ASPAL
POTENSI SLAG NIKEL HALUS (FeNi 4) PT. ANTAM POMALAA SEBAGAI AGREGAT HALUS PADA CAMPURAN ASPAL
ABSTRAKSlag nikel (FeNi4) adalah jenis terbaru dengan ukuran butiran mendekati pasir (lolos No. 8). Jumlah buangan slag nikel telah mencapai 1 juta ton pada tahun 2018, sehingga be...
Life Cycle Impact Assessment of Recycled Aggregate Concrete, Geopolymer Concrete, and Recycled Aggregate-Based Geopolymer Concrete
Life Cycle Impact Assessment of Recycled Aggregate Concrete, Geopolymer Concrete, and Recycled Aggregate-Based Geopolymer Concrete
This study presents a life cycle impact assessment of OPC concrete, recycled aggregate concrete, geopolymer concrete, and recycled aggregate-based geopolymer concrete by using the ...
Durability of alumina silicate concrete based on slag/fly ash blends against corrosion
Durability of alumina silicate concrete based on slag/fly ash blends against corrosion
Purpose The durability of concrete structures, especially built-in corrosive environments, starts to deteriorate after 20–30 years, even though they have been designed for more tha...

Back to Top