Experimental Investigation of Soil Behaviour Using Industrial Fly Ash

Sonu Prasad

doi:doi:10.11648/j.ajetm.20210602.12

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Experimental Investigation of Soil Behaviour Using Industrial Fly Ash

Sonu Prasad

Published in American Journal of Engineering and Technology Management (Volume 6, Issue 2)

Received: 24 November 2020 Accepted: 17 March 2021 Published: 20 May 2021

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Abstract

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.

Published in	American Journal of Engineering and Technology Management (Volume 6, Issue 2)
DOI	10.11648/j.ajetm.20210602.12
Page(s)	24-27
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Stability Analysis of Soil, Laboratory Test, Difference Between Original State of the Soil, Mixing Surplus Material (Fly Ash)

References

[1]	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.
[2]	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.
[3]	Dr. Afaf Ghais Abadi Ahmed, (2014). “Fly ash utilization in soil stabilization international conference on civil, Biological & Environmental Engineering (CBEE-2014), Istanbul (Turkey).
[4]	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.
[5]	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.
[6]	MarAstruptina Vitkova, Jiri Hyks, Vojtech Ettler, Thomas. (2013). “Stability and leaching of cobalts melter fly ash” Applied Geochemistry, Vol. 29, Pages 117-125.
[7]	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.
[8]	Ravi Kumar Sharma, Babita Singh (2013). “Modification of clayey soil using fly ash” IJRET, eISSN: 2319-1163, pISSN: 2321-7308, Vol. 10, Issue–10.
[9]	Lovedeep Singh Sambyal, Neeraj Sharma (2018). “Utilizing Fly Ash and Alccofine for Efficient Soil Stabilization” IJSER, ISSN: 2229-5518, Vol. 9, Issue 3.
[10]	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.
[11]	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.
[12]	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.
[13]	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.
[14]	Shrawan Kumar Yadav, Indra Prasad Acharya (2019).”Stabilization of Kalimati Soil Using Fly Ash” IOE Graduate Conference, 2019-Winter, ISSN: 2350-8914. Vol. 7.
[15]	Simit Sarngal, Anoop Sharma (2019), “Experimental study on stabilisation of clayey soil by using Fly Ash and Sisal fiber” IJETT, Volume-67 Issue-10.

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APA Style

Sonu Prasad. (2021). Experimental Investigation of Soil Behaviour Using Industrial Fly Ash. American Journal of Engineering and Technology Management, 6(2), 24-27. https://doi.org/10.11648/j.ajetm.20210602.12

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ACS Style

Sonu Prasad. Experimental Investigation of Soil Behaviour Using Industrial Fly Ash. Am. J. Eng. Technol. Manag. 2021, 6(2), 24-27. doi: 10.11648/j.ajetm.20210602.12

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AMA Style

Sonu Prasad. Experimental Investigation of Soil Behaviour Using Industrial Fly Ash. Am J Eng Technol Manag. 2021;6(2):24-27. doi: 10.11648/j.ajetm.20210602.12

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@article{10.11648/j.ajetm.20210602.12,
  author = {Sonu Prasad},
  title = {Experimental Investigation of Soil Behaviour Using Industrial Fly Ash},
  journal = {American Journal of Engineering and Technology Management},
  volume = {6},
  number = {2},
  pages = {24-27},
  doi = {10.11648/j.ajetm.20210602.12},
  url = {https://doi.org/10.11648/j.ajetm.20210602.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajetm.20210602.12},
  abstract = {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.},
 year = {2021}
}

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TY - JOUR
T1 - Experimental Investigation of Soil Behaviour Using Industrial Fly Ash
AU - Sonu Prasad
Y1 - 2021/05/20
PY - 2021
N1 - https://doi.org/10.11648/j.ajetm.20210602.12
DO - 10.11648/j.ajetm.20210602.12
T2 - American Journal of Engineering and Technology Management
JF - American Journal of Engineering and Technology Management
JO - American Journal of Engineering and Technology Management
SP - 24
EP - 27
PB - Science Publishing Group
SN - 2575-1441
UR - https://doi.org/10.11648/j.ajetm.20210602.12
AB - 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.
VL - 6
IS - 2
ER -

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Sonu Prasad

Civil Engineering Department, Kalinga University, Raipur, Chhattisgarh, India

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APA Style

Sonu Prasad. (2021). Experimental Investigation of Soil Behaviour Using Industrial Fly Ash. American Journal of Engineering and Technology Management, 6(2), 24-27. https://doi.org/10.11648/j.ajetm.20210602.12

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ACS Style

Sonu Prasad. Experimental Investigation of Soil Behaviour Using Industrial Fly Ash. Am. J. Eng. Technol. Manag. 2021, 6(2), 24-27. doi: 10.11648/j.ajetm.20210602.12

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AMA Style

Sonu Prasad. Experimental Investigation of Soil Behaviour Using Industrial Fly Ash. Am J Eng Technol Manag. 2021;6(2):24-27. doi: 10.11648/j.ajetm.20210602.12

Copy | Download

@article{10.11648/j.ajetm.20210602.12,
  author = {Sonu Prasad},
  title = {Experimental Investigation of Soil Behaviour Using Industrial Fly Ash},
  journal = {American Journal of Engineering and Technology Management},
  volume = {6},
  number = {2},
  pages = {24-27},
  doi = {10.11648/j.ajetm.20210602.12},
  url = {https://doi.org/10.11648/j.ajetm.20210602.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajetm.20210602.12},
  abstract = {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.},
 year = {2021}
}

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