Experimental Investigation of Soil Behaviour Using Industrial Fly Ash
Open accessAbstract
All the infrastructure projects such as buildings, railways, water reservoirs etc. require earth materials in a large quantity. In urban areas most of the soil are of highly plastic and expanse which is not suitable for all purpose. Many times we need to haul the suitable soil from a large distance which is not economical. The behavior of soil varies with different agencies like water, temperature, and region of soil, other atmospheric agencies, and mixed surplus material also. In this project we will be tried to established important properties of soil by using fly ash which is an industrial waste material, Fly ash causes various environmental problems like groundwater contaminants. So utilizing fly ash in soil stabilization can minimize such environmental hazards. In this project we will perform direct shear test, California bearing ratio (CBR) test, unconfined compression test and proctor compaction test. For this project we selected Black cotton soil which is available in Near Mantralaya, Naya Raipur (Chhattisgarh) India, region. We followed all the procedure prescribed in IS 2720 Part 7, 10, 16, and 40. Fly ash is often wont to stabilization bases or sub grade to stabilize back fill to scale back lateral earth pressure and to stabilize embankments to boost slope stability. Typical stabilized soil depths are 15 to 46 cm. the first reason ash is employed in soil stabilization applications is to boost the compressive and cutting strength of soils. The compressive strength of ash treated soils relies on-(i) in situ soil properties; (ii) Delay time; (iii) Moisture content at time of compaction; (iv) fly ash addition magnitude relation.
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Addition of fly ash is one method to stabilize soil because fly ash is a pozzolan that can bind to minerals in soil and make the soil stable.
“The addition of fly ash is one of the methods to stabilize soil because fly ash is a pozzolan, in which it can bind to minerals in soil and make the soil stable”
From Potential of Soil Stabilization Using Ground Granulated Blast Furnace Slag (GGBFS) and Fly Ash via Geopolymerization Method: A Review (2022) · cites this paper as [46]
The Introduction and Conclusion say that adding fly ash can stabilize soil, including the black cotton soil tested. Our copy does not say that fly ash is a pozzolan or that binding to soil minerals is the reason for the stabilization. (LLM, conf=0.88)
Experimental — accuracy not yet measuredAddition of fly ash reduces swell shrinkage of soil and improves soil strength.
“so as to reduce the swell shrinkage of the soil and improve soil strength [41,42,44,46,54,69,70,71,72,73].”
From Potential of Soil Stabilization Using Ground Granulated Blast Furnace Slag (GGBFS) and Fly Ash via Geopolymerization Method: A Review (2022) · cites this paper as [46]
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Research works printed but not linked: 14
- Gyanen Takhelmayum, Savitha A. L. Krishna Gudi January (2013). "Laboratory study on soil stabilization using fly ash mixtures". ISSN: 2319-5967, Vol. 02, Issue 01.
- Prof. Pratik Somaiya, Prof. Yashwant Zala, Prof. Rushikesh Dangar (2013). "Stabilization of expensive soil using fly ash"Conference proceeding on Utilization of fly ash as a building material, Surat, Gujarat, India.
- Dr. Afaf Ghais Abadi Ahmed, (2014). "Fly ash utilization in soil stabilization international conference on civil, Biological & Environmental Engineering (CBEE-2014), Istanbul (Turkey).
- A. Riehl, F. Elsass, J. Duplay, F. Huber, M. Trutmann. (2010). "Changes in soil properties in a fluvisol (Calcaric) amended with coal fly ash" Geoderma, Vol. 155, Issue 1-2. Pages 67-74.
- Pankaj R. Modak, Prakash B. Nangare, Sanjay D. Nagrale, Ravindra D. Nalawade, Vivek S. Chavhan. (2012). "Stabilization of black cotton soil using Admixtures", IJEIT, Vol. 1, Issue 5, May.
- MarAstruptina Vitkova, Jiri Hyks, Vojtech Ettler, Thomas. (2013). "Stability and leaching of cobalts melter fly ash" Applied Geochemistry, Vol. 29, Pages 117-125.
- Sumio Horiuchi, Masato Kawaguchi, Kazuya Yasuhara (2000). "Effective use of fly ash slurry as fill materials" Journal of Hazardous materials, Vol. 76, Issue 2-3, Pages 301-337.
- Ravi Kumar Sharma, Babita Singh (2013). "Modification of clayey soil using fly ash" IJRET, eISSN: 2319-1163, pISSN: 2321-7308, Vol. 10, Issue-10.
- Lovedeep Singh Sambyal, Neeraj Sharma (2018). "Utilizing Fly Ash and Alccofine for Efficient Soil Stabilization" IJSER, ISSN: 2229-5518, Vol. 9, Issue 3.
- Wajid ali Butt (2018). "An Innovative Technique of Stabilization of Soil for Pavements Using Fly Ash and Steel Slag "IJSR, ISSN: 2319-7064, Vol. 7, Issue 8.
- S. Lakshman Teja, S. Shraavan Kumar Dr. S. Needhidasan (2018). "A Review and Study on Stabilization of Expansive soil using brick dust" International Journal of Pure and Applied Mathematics, ISSN: 1314-3395, Vol-119, No. 17.
- Md. Omar Faruk, Mohammad Shariful Islam, Mohammad Ziaul Hoque and Marzia Ashraf Shorno (2019). "Stabilization of dispersive soil by using fly ash" International Conference on Disaster Risk Management, Dhaka, January 12-14, 2019.
- Abhishek Kiran Bhamre (2019). "Stabilization of Expansive Soil by Industrial Solid Wastes by using Fly ash and Corex Slag"IJERT, ISSN: 2278-0181, Vol. 8, Issue 7.
- Shrawan Kumar Yadav, Indra Prasad Acharya (2019)."Stabilization of Kalimati Soil Using Fly Ash" IOE Graduate Conference, 2019-Winter, ISSN: 2350-8914. Vol. 7.
Cited by
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Abdila, S. R., Abdullah, M. M. A. B., Ahmad, R., Burduhos Nergis, D. D., Rahim, S. Z. A., Omar, M. F., Sandu, A. V., Vizureanu, P., & Syafwandi (2022) · Materials · doi:10.3390/ma15010375 · Cited by 140 · see citing works
- Authors
- Prasad, S.
- Affiliations
- Kalinga University (IN)
- Corresponding author
- Prasad, Sonu
- Venue
- American Journal of Engineering and Technology Management
- Publisher
- Science Publishing Group
- Published
- 2021
- Volume
- 6
- Issue
- 2
- Pages
- 24
- ISSN
- 2575-1441 (ISSN-L)
- 2575-1948
- OpenAlex
- W3172929341
- Cited by
- 1
- References
- 0
- Citations by year
- 2022: 1
- FWCI
- 0.13
- Type
- journal article
- Language
- en
- Open access
- diamond
- doi.org
- Licence
- cc-by
- Locations
- American Journal of Engineering and Technology Management (publishedVersion, cc-by)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical Engineering and Soil Stabilization
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical and construction materials studies
- Physical Sciences › Engineering › Mechanical Engineering › Materials Engineering and Processing
- Keywords
- fly ash, soil stabilization, Vertisols, industrial waste utilization, California bearing ratio, unconfined compressive strength, direct shear strength, Proctor compaction, compressive strength, embankment stabilization, groundwater contamination
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