Laboratory Findings of Aluminium Refinery Residue (ARR) Stabilized with GGBS and Alkali Solution

Authors

  • Nityanand S Kudachimath Research Scholar, Department of Civil Engineering, NITK, Surathkal, Mangaluru, Karnataka, India.
  • Raviraj H Mulangi Assistant Professor, Department of Civil Engineering, NITK, Surathkal, Mangaluru, Karnataka, India.
  • Bibhuti Bhusan Das Associate Professor, Department of Civil Engineering, NITK, Surathkal, Mangaluru, Karnataka, India.

Abstract

Aluminium Refinery Residue (ARR) is the residual product generated during the manufacturing process of Alumina. The Bayer process is most commonly adopted to extract alumina from the ore bauxite. Globally, nearly 3 billion tons of Aluminium Refinery Residue (ARR) is stored. The storage of untreated Aluminium refinery residue consumes more open land for storage. The present article discusses the material properties like grain size analysis, consistency limits, specific gravity, maximum dry density, optimum moisture content, unconfined compression strength test, and durability properties of stabilized Aluminium refineries residue with ground granulated blast furnace slag (25%), a combination of alkaline solution at 5% Na2O, Silica modulus and its probable application as road construction material. Results have shown an increase in UCS (average 381%) values of the stabilized ARR at 0,7 and 28 days of curing compared with same day cured sample and Problems associated with the earthen road construction material is the reduced strength and weathering due to exposure to harmful climatic conditions. So the prominence has been given to the durability of the stabilized Aluminium Refinery Residue (ARR) by considering the effect of Wetting and Drying (W and D) cycles on its weight loss which is within the limits as specified by codes.

How to cite this article:
Kudachimath NS, Mulangi RH, Das BB. Experimental Finding of Aluminium Refinery Residue (ARR) Stabilized with Ground Granulated Blast Furnace Slag and Alkaline Solution. J Adv Res Civil Envi Engr 2021; 8(3&4): 31-35.

DOI: https://doi.org/10.24321/2393.8307.202108

Author Biography

Nityanand S Kudachimath, Research Scholar, Department of Civil Engineering, NITK, Surathkal, Mangaluru, Karnataka, India.

Research Scholar , Civil Engineering Department, NITK Surathkal Managluru-575025

References

ASTM D559. Standard test methods for wetting and drying compacted of soil-cement mixtures, ASTM International, West Conshohocken, PA, USA, 2015.

Amulya SAU, Shankar R, Panditharadhya BJ. Durability Studies on the Lateritic Soil Stabilized with GGBS and Alkali Solutions. Airfield and Highway Pavements: Testing and Characterization of Pavement Materials. 2019; 560-568.

Chethan BA, Das S, Amulya S et al. Experimental Investigations on RBI Grade 81 Stabilized Lateritic Soil. Recent Trends in Civil Engineering 2021; 319-329.

Kudachimath N, Raviraj HM, Das BB. Effect of Ggbs on Strength of Aluminium Refinery Residue Stabilized by Alkali Solution. Recent Trends in Civil Engineering 2021; 331-339.

Satayanarayana PVV, Naidu GP, Adiseshu S et al. Characterization of Lime Stabilized Red mud Mix for Feasibility in Road Construction. International Journal of Engineering Research and Development 2012; 3(7): 20-26.

Alam S, Das SK, Rao BH. Strength and durability characteristic of alkali activated GGBS stabilized red mud as geo-material. Construction and Building Materials 2019; 211: 932-942.

Newson T, Dyer T, Adam C et al. Effect of structure on the geotechnical properties of bauxite residue. Journal of geotechnical and geoenvironmental engineering 2006; 132(2): 143-151.

Deelwal, Kusum, Dharavath K et al. Stabilization of Red Mud By Lime, Gypsum and Investigating Its Possible Use As a Geotechnical Material in the Civil Construction. International Journal of Advances in Engineering & Technology 2014; 7(4): 1238-44.

Dentoni, Valentina, Grosso B et al. Environmental Sustainability of the Alumina Industry in Western Europe. 2014; 6(12): 9477-93. https://doi.org/10.3390/su6129477.

Garg, Achal, Yadav H. Study of Red Mud as an Alternative Building Material for Interlocking Block Manufacturing in Construction Industry. International Journal of Materials Science and Engineering Study 2015; 3(4): 295-300. https://doi.org/10.17706/ijmse.2015.3.4.295-300.

Rao HCHV. Application of GGBS Stabilized Redmud in Road Construction. IOSR Journal of Engineering 2012; 2(8): 14-20. https://doi.org/10.9790/3021-02841420.

Jian H, Jie Y, Zhang J et al. Synthesis and Characterization of Red Mud and Rice Husk Ash-Based Geopolymer Composites. Cement and Concrete Composites 2013; 37(1): 108-18. https://doi.org/10.1016/j.cemconcomp.2012.11.010.

Nath H, Sahoo P, Sahoo A. Characterization of Red Mud Treated under High Temperature Fluidization. Powder Technology 2015; 269: 233-39. https://doi.org/10.1016/j.powtec.2014.09.011.

Samal, Sneha, Ray AK et al. Proposal for Resources, Utilization and Processes of Red Mud in India: A Review. International Journal of Mineral Processing 2013; 118: 43-55. https://doi.org/10.1016/j.minpro.2012.11.001.

Singh, Prasad S. Influence of Ggbs on Strength of Red Mud Stabilized.2016; 15-18.

Zhang G, Jian H, Gambrell RP. Synthesis, Characterization, and Mechanical Properties of Red Mud-Based Geopolymers. Transportation Research Record 2010; 2167: 1-9. https://doi.org/10.3141/2167-01.

Andrejkovic WH, Zanelli S, Alshaaer C et al. F ‘Composition and technological properties of Geopolymers based metakaolin and Red mud. Materials and design 2013; 52: 648-654.

Yi Y, Li C, Liu S. Alkali-activated ground-granulated blast furnace slag for stabilization of marine soft clay. J Mater Civ Eng 2015; 27(4): 04014146.

Zhang M, Korchi T, Zhang G et al. Synthesis factors affecting mechanical properties, microstructure and chemical composition of red mud-fly as based geopolymers. J Fuel 2014; 134: 315-325.

Published

2022-05-25