CONSTRUCTION OF SUSTAINABLE ROADS USING THE MIXTURE OF ALKALI-ACTIVATED RICE HUSK ASH AND FLY ASH

Authors

  • Zeeshan Ahmed Ph. D Scholar, Babasaheb Naik College of Engineering, Pusad
  • Sunil B. Somani Principal, Shri Sant Gajanan Maharaj College of Engineering, Shegaon, Maharashtra, India

DOI:

https://doi.org/10.55766/sujst-2024-01-e01303

Keywords:

Fly Ash, Geopolymers, Rice husk Ash, Soil stabilization, Sustainability

Abstract

Soil stabilization, crucial for enhancing the stability and engineering properties of soil, has been the subject of extensive research utilizing mechanical and chemical methods. This study delves into the challenges faced in traditional soil subgrade stabilization methods, stemming from factors such as soil erosion, inadequate load-bearing capacity, and susceptibility to environmental conditions. These challenges have prompted the exploration of innovative solutions for road subgrade soil stabilization. Our primary motivation stems from the limitations of conventional techniques and the pressing need to address issues like resource exploitation and environmental pollution. Geopolymers, specifically alkaline-activated materials, have emerged as a promising alternative for soil stabilization. This research investigates the effects of geopolymer blended with rice husk ash (RHA) and fly ash (FA) on various geotechnical properties of natural and admixed black cotton soil. The soil is replaced with admixtures ranging from 0% to 30% of blended geopolymer by weight. The study provides a comprehensive analysis, focusing on quantifiable improvements in soil properties through numerical results. The investigations consistently reveal that the application of geopolymer as a soil stabilizer results in notable improvements in the geotechnical properties like index properties, strength properties, resistance to penetration (CBR), etc., of problematic soil. Comparative analysis with traditional methods underscores the superiority of the proposed geopolymer blend, showcasing its innovation, sustainability, and cost-effectiveness. The findings of this study contribute to the advancement of soil stabilization techniques, specifically in the context of geopolymer applications. For future work, this study suggests an in-depth exploration of geopolymer-stabilized soil's long-term durability and environmental impact. Additionally, further research could focus on optimizing the geopolymer blend ratios for varying soil types and environmental conditions.

References

Adeyanju, E., Okeke, C.A., Akinwumi, I., and Busari, A. (2020). Subgrade Stabilization Using Rice Husk Ash-Based Geopolymer (GRHA) and Cement Kiln Dust (CKD). Case Studies in Construction Materials, 13:e00388. https://doi.org/10.1016/j.cscm.2020.e00388.

Alnahhal, M.F., Hamdan, A., Hajimohammadi, A., and Kim, T. (2021). Effect of rice husk ash-derived activator on the structural build-up of alkali-activated materials. Cement and Concrete Research, 150:106590. https://doi.org/10.1016/j.cemconres.2021.106590.

Amulya, S., Ravi Shankar, A.U., and Panditharadhya, B.J. (2020). Laboratory investigation on lateritic and black cotton soils stabilized with GGBS and alkali solutions. National Institute of Technology Karnataka, Surathkal.

Anupam, A.K. (2015). Utilization of waste materials in subgrade of pavement. Ph. D Thesis, IIT Roorkee.

Başer, O. (2009). Stabilization of expansive soils using waste marble dust. Middle East Technical University.

Billong, N., Kinuthia, J., Oti, J., and Melo, U.C. (2018). Performance of sodium silicate-free geopolymers from metakaolin (MK) and rice husk ash (RHA): Effect on tensile strength and microstructure. Construction and Building Materials, 189:307-313. https://doi.org/10.1016/j.conbuildmat.2018.09.001.

Bin-Shafique, S., Rahman, K., Yaykiran, M., and Azfar, I. (2010). The long-term performance of two fly ash-stabilized fine-grained soil subbases. Resources, Conservation and Recycling, 54(10):666-672. https://doi.org/https://doi.org/10.1016/j.resconrec.2009.11.007.

Blayi, R.A., Sherwani, A.F.H., Ibrahim, H.H., Abdullah, S.J. (2020). Stabilization of high-plasticity silt using waste brick powder. SN Applied Sciences, 2(12):1-12. https://doi.org/10.1007/s42452-020-03814-8.

Chakraborty, S. (2014). Some studies on the improvement of soft soil by stabilization with different materials for use in the sub-grade of flexible pavement. Jadavpur University, Kolkata.

Dash, S.K. and Hussain, M. (2015). Influence of lime on shrinkage behavior of soils. Journal of Materials in Civil Engineering, 27(12):04015041-1 to 04015041-9. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001301

IRC 37. (2001). Guidelines for the design of flexible pavements. Indian Roads Congress, New Delhi [Preprint].

IS 2720-10. (1991). Methods of test for soils, Part 10: Determination of unconfined compressive strength. India.

IS 2720-16. (1987). Methods of test for soils, Part 16: Laboratory determination of CBR. India.

IS 2720-3-1. (1980). Methods of test for soils, Part 3: Determination of specific gravity, Section 1: Fine-grained soils [CED 43: Soil and Foundation Engineering]. India.

IS 2720-4. (1985). Methods of test for soils, Part 4: Grain size analysis [CED 43: Soil and Foundation Engineering]. India.

IS 2720-40. (1977). Methods of test for soils, Part 40: Determination of the free swell index of soils [CED 43: Soil and Foundation Engineering]. India.

IS 2720-8. (1983). Methods of test for soils, Part 8: Determination of water content-dry density relation using heavy compaction. India.

Jafer, H.M. (2017). Soft soil stabilization using a novel blended cementitious binder produced from waste fly ashes. Liverpool John Moores University.

Kumar, B.R.P. and Sharma, R.S. (2004). Effect of fly ash on engineering properties of expansive soils. Journal of Geotechnical and Geoenvironmental Engineering, 130(7):764-767. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(764).

Mohammed, A.M. (2007). Evaluation of plasticity and particle size distribution characteristics of bagasse ash on cement-treated lateritic soil. Leonardo Journal of Sciences, (10):137-152.

Nalawade, R. (2020). Utilization of industrial by-products in stabilization of black cotton soil for rural road construction. Ph. D Thesis, Savitribai Phule Pune University.

OSULA, D.O.A. (1984). Cement stabilization using hydrated lime as an admixture. Ahmadu Bello University, Zaria.

Parhi, P.S. (2014). Stabilization of expansive soils using alkali-activated fly ash, M.Tech Thesis. National Institute of Technology Rourkela.

Parhi, P.S., Garanayak, L., Mahamaya, M., and Das, S.K. (2018). Stabilization of an Expansive Soil Using Alkali Activated Fly Ash Based Geopolymer. In: Hoyos, L., McCartney, J. (eds) Advances in Characterization and Analysis of Expansive Soils and Rocks. GeoMEast 2017. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-319-61931-6_4

Rees, C.A. (2007). Mechanisms and kinetics of gel formation in geopolymers, Ph.D. Thesis. The University of Melbourne.

Shyamananda Singh, N., Thokchom, S., and Debbarma, R. (2021). Properties of fly ash and rice husk ash blended geopolymer with sodium aluminate as activator solution. Engineering and Applied Science Research, 48(1):92-101. https://doi.org/10.14456/easr.2021.11.

Sivapullaiah, P.V., Prashanth, J.P., and Sridharan, A. (1996). Effect of fly ash on the index properties of black cotton soil. Soils and Foundations, 36(1):97-103. https://doi.org/10.3208/sandf.36.97.

Tak, D., Sharma, J.K. and Grover, K.S. (2021). Use of Kota Stone Powder to Improve Engineering Properties of Black Cotton Soil. Lecture Notes in Civil Engineering, 88:113-126. https://doi.org/10.1007/978-981-15-6237-2_11.

Downloads

Published

2024-02-23

How to Cite

Ahmed, Z., & Sunil B. Somani. (2024). CONSTRUCTION OF SUSTAINABLE ROADS USING THE MIXTURE OF ALKALI-ACTIVATED RICE HUSK ASH AND FLY ASH. Suranaree Journal of Science and Technology, 31(1), 010280(1–14). https://doi.org/10.55766/sujst-2024-01-e01303

Issue

Section

Research Article

Categories