In this study, the usefulness of two biopolymers (guar gum and xanthan gum) in improving the strength properties of two types of red muds was explored. Experiments were performed to determine the unconfined compressive strength and to establish the morphological and mineralogical compositions of stabilised samples cured for 7, 28, 45 and 90 d. The obtained results were interpreted to understand the red mud–biopolymer interactions. Considerable improvement in the compressive strength of stabilised samples, by four to five times, vis-à-vis that of the untreated samples was observed. Based on the results obtained for different admixture contents (i.e. 0·5, 1·0, 2·0 and 3·0%), the optimum dosage of biopolymers was found to be 0·5%. The morphological analysis revealed the formation of gels and their role in the aggregation of particles by the combined action of binding and pore filling. However, no changes in mineralogical compositions were identified from the diffraction patterns of stabilised samples. Both biopolymers proved effective in improving the strength characteristics, but the efficacy of xanthan gum was found to be superior over that of guar gum. Despite extreme alkalinity in the media, biopolymers were still able to impart reasonably good strength to the treated samples, demonstrating their usefulness and applicability.
Article navigation
22 September 2022
Research Article|
April 17 2020
Application of biopolymers for improving the strength characteristics of red mud waste Available to Purchase
Narala Gangadhara Reddy, MTech
;
Narala Gangadhara Reddy, MTech
Research Scholar, Visiting Scholar
School of Infrastructure, Indian Institute of Technology Bhubaneswar, Khordha, India
Department of Civil and Environmental Engineering, Shantou University, Shantou, China
Search for other works by this author on:
Robinson Singh Nongmaithem, MTech;
Robinson Singh Nongmaithem, MTech
Postgraduate student
School of Infrastructure, Indian Institute of Technology Bhubaneswar, Khordha, India
Search for other works by this author on:
Debasis Basu, PhD;
Debasis Basu, PhD
Assistant Professor
School of Infrastructure, Indian Institute of Technology Bhubaneswar, Khordha, India
Search for other works by this author on:
Bendadi Hanumantha Rao, PhD
School of Infrastructure, Indian Institute of Technology Bhubaneswar, Khordha, India
(corresponding author: bhrao@iitbbs.ac.in)
Search for other works by this author on:
(corresponding author: bhrao@iitbbs.ac.in)
Publisher: Emerald Publishing
Received:
January 28 2019
Accepted:
February 26 2020
ICE Publishing: All rights reserved
2022
Environmental Geotechnics (2022) 9 (6): 340–359.
Article history
Received:
January 28 2019
Accepted:
February 26 2020
Citation
Reddy NG, Nongmaithem RS, Basu D, Rao BH (2022), "Application of biopolymers for improving the strength characteristics of red mud waste". Environmental Geotechnics, Vol. 9 No. 6 pp. 340–359, doi: https://doi.org/10.1680/jenge.19.00018
Download citation file:
Suggested Reading
Solidification/stabilisation of Zn-contaminated soils using cement and soda residue
Environmental Geotechnics (December,2020)
Solidify/stabilise a heavy metal-contaminated soil using a novel steel slag-based binder
Environmental Geotechnics (September,2020)
Stabilisation of oil-contaminated soils using microbially induced calcite crystals by bacterial flocs
Geotechnique Letters (April,2017)
Experimental investigation of the compressibility behaviour of cement-solidified/stabilised zinc-contaminated kaolin clay
Geotechnique Letters (February,2014)
Atmospheric control of radon emissions from a waste rock dump
Environmental Geotechnics (August,2016)
Related Chapters
On horizontal variability in lime-cement columns in deep mixing
Risk and Variability in Geotechnical Engineering
Ground improvement: the interaction of engineering science and experience-based technology
Ground and Soil Improvement
Slope stability and embankment dams
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
