• Journal of the Korea institute for structural maintenance and inspection
• /
• 제20권2호
• /
• pp.26-33
• /
• 2016

The alkali-slag-red mud(ASRC) cement belongs to clinker free cementitious material, which is made from alkali activator, blast-furnace slag(BFS) and red mud in designed proportion. This study is to investigate strength and pore characteristics of alkali-activated slag cement(NC), clinker free cementitious material, and ordinary portland cement(C) mortars using polymer according to red mud content. The results showed that the hardened alkali-activated slag-red mud cement paste was mostly consisted of C-S-H gel, being very fine in size and extremely irregular in its shape. So the hardened ASRC cement paste has lower total porosity, less portion of larger pore and more portion of smaller pore, as compared with those of hardened portland cement paste, and has higher strength within containing 10 wt.(%) of alkali-activated slag cement(NC) substituted by red mud.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 한국건축시공학회 2016년도 추계 학술논문 발표대회
• /
• pp.91-92
• /
• 2016

Red mud is an inorganic by-product produced from the mineral processing of alumina from Bauxite ores. the development of alkali-activated slag-red mud cement can be a representative study aimed at recycling the strong alkali of the red mud as a construction material. This study is to investigate the pore characteristics of alkali-activated slag-red mud soil pavement according to the red mud content. The results showed that the porosity of alkali-activated slag-red mud soil pavement increased but the compressive strength of that decreased as the red mud content increased.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 한국건축시공학회 2018년도 춘계 학술논문 발표대회
• /
• pp.134-135
• /
• 2018

In this paper, we investigate the characteristic of ASRC concrete with the addition of liquefaction red mud using red ud which can be used as an alkali activator of alkali-activated slag cement. as a result, the compressive strength and the efflorescence area increased, and as the amount of liquid red mud increased, the compressive strength decreased and the efflorescence area increased.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 한국건축시공학회 2016년도 춘계 학술논문 발표대회
• /
• pp.130-131
• /
• 2016

In this study, moisture absorption coefficient and efflorescence properties of Ordinary Portland cement and alkali-activated slag cement mortar were assessed according to their red mud substitution ratio. Tests were conducted to determine the cause of efflorescence, which is a significant obstacle to the recycling of red mud as a sodium activator in alkali-activated slag cement, and to find a method to control efflorescence.

• Journal of the Korean Recycled Construction Resources Institute
• /
• 제4권3호
• /
• pp.276-283
• /
• 2016

Red mud is an inorganic by-product produced from the mineral processing of alumina from Bauxite ores. the development of alkali-activated slag-red mud cement can be a representative study aimed at recycling the strong alkali of the red mud as a construction material. This study is to investigate the optimum water content, compressive strength, moisture absorption coefficient and efflorescence of alkali-activated slag-red mud soil pavement according to the recycling fine aggregate content. The results showed that the optimum water content, moisture absorption coefficient and efflorescence area of alkali-activated slag-red mud soil pavement increased but the compressive strength of that decreased as the recycled fine aggregate content increased.

• Journal of the Korea Institute of Building Construction
• /
• 제17권3호
• /
• pp.261-268
• /
• 2017

Red mud is an inorganic by-product obtained from the mineral processing of alumina from Bauxite ores. A highly alkali inorganic waste product with a pH level over 11, red mud in its original state negatively impacts the ecosystem, so appropriate treatment is necessary. The development of alkali activated slag-red mud cement can be a representative study aimed at recycling the strong alkali of the red mud as a construction material. However, Alkali-activated binders that use sodium activators have been reported to be more vulnerable to efflorescence. Therefore, in this study, the compressive strength, pore characteristics, water absorption, elution characteristics, and efflorescence properties of alkali-activated slag cement mortar were assessed according to their red mud substitution ratio.

• Journal of the Korea Institute of Building Construction
• /
• 제18권3호
• /
• pp.267-275
• /
• 2018

This study is to investigate the effect of various temperature and humidity conditions on the strength and efflorescence of alkali activated slag cement(AAS) using the red mud. As a result of examining the strength and efflorescence characteristics of AAS mixed with red mud according to the curing conditions, The compressive strength and flexural strength were the highest at 28 days, but the absorption rate, efflorescence area and soluble $Na^+$ elution were lowest in standard wet curing compared to the air curing, high temperature curing and low temperature curing.

• Journal of the Korean Recycled Construction Resources Institute
• /
• 제5권1호
• /
• pp.37-44
• /
• 2017

Red mud is an inorganic by-product produced from the mineral processing of alumina from Bauxite ores. The development of alkali-activated slag-red mud cement can be a representative study aimed at recycling the strong alkali of the red mud as a construction material. This study is to investigate the optimum water content, compressive strength, water absorption and efflorescence of alkali-activated slag-red mud soil pavement according to binder type. The results showed that the optimum water content, moisture absorption coefficient and efflorescence area of alkali-activated slag-red mud soil pavement increased but the compressive strength of that decreased as the redmud content increased.

• Magazine of RCR
• /
• 제12권4호
• /
• pp.40-46
• /
• 2017

• Magazine of the Korea Concrete Institute
• /
• 제28권6호
• /
• pp.47-52
• /
• 2016