IJIREM

Abstract

Today, poor soil properties constitute a significant issue in engineering projects. Sometimes altering the qualities of the wrong soil is the first step in construction. Pavement that collapses too quickly is one of the early warning indications of degradation in pavement systems on poor soil subgrades. In most cases, clayey soil has the potential to have unfavourable engineering characteristics like low bearing capacity, high shrinkage and swell characteristics, and high moisture susceptibility. Stabilizing these soils is a typical method to improve their tensile strength. A process known as soil stabilisation adds a binder to the soil in order to improve the engineering performance of the soil.

Keywords

Lime, Fly ash, Clayey soil, Admixtures, CBR, Soil stabilization, Index, Engineering properties.

Reference

N. Krithiga, D. Pujitha. Palayam, and A. Revathy (2017) “Soil Stabilization Using Lime and Fly Ash.
Neeraj Kumar Sharma, S.K Swain, Umesh C. Sahoo, “Stabilization of soil using Lime and
Fly Ash: A Micro Level Investigation”, Received: 17 November 2011 / Accepted: 11 June 2012 © Springer Science + Business.
Abhimanyu Gorka , Shakshi Chalotra. Study of Stabilization of Soil with Stone dust, Fly Ash and Coir Fiber International Journal of Innovative Research in Engineering & Management (IJIREM), 9(2), 2022
Pratik Somaiya, Yashwant Zala, Rushikesh Dangar, “Stabilization Of Expansive Soil Using Fly Ash”,2013
Jawad, I. T., Taha, M. R., Majeed, Z. H., & Khan, T. A. (2014). Soil stabilization using lime: Advantages, disadvantages and proposing a potential alternative. Research Journal of Applied Sciences, Engineering and Technology.
Effect of Soaking on the CBR-Value of Subbase Soil. Engineering and Technology Journal, 29(6), 2011.
Arasan S (2005) Investigation of the effect of cement, lime, silica fume and fly ash on swelling pressure and cation exchange capacity of fine grained soils, MS Thesis, Ataturk
University, Erzurum, Turkey.
FRED G. BELL; The Influence of the Mineral Content of Clays on their Stabilization by Cement. Environmental & Engineering Geoscience 1976;; xiii (4): 267–278. doi: https://doi.org/10.2113/gseegeosci.xiii.4.267
Surender Malik , Bhavana Arora. Effect of Fly Ash and Rice Husk Ash on the Properties of Burnt Clay BricksInternational Journal of Innovative Research in Computer Science & Technology (IJIRCST), 3(4), 2015
Bhuvaneshwari S, Robinson RG, Gandhi SR (2005) Stabiliza- tion of expansive soils using fly ash. Fly Ash Utilization Programme, (FAUP), Technology Information Forecasting & Assessment Council (TIFAC), Department of Science and Technology (DST), New Delhi, India.
Shirkhanloo S, Najafi M, Kaushal V, Rajabi M. A Comparative Study on the Effect of Class C and Class F Fly Ashes on Geotechnical Properties of High-Plasticity Clay. Civil Eng. 2021; 2(4):1009-1018.
https://doi.org/10.3390/civileng2040054
https://en.wikipedia.org/wiki/Lime_(material)#:~:text=Lime%20is%20a%20calcium%20-containing%20inorganic%20material%20composed,in%20altered%20limestone%20xenoliths%20in%20volcanic%20ejecta.%20

Cites this article as

[Shahid Ahmad Dar, Ashish Kumar (2023), Study on Lime and Fly Ash as a Stablizing Agent on Soil Subgrade, International Journal of Innovative Research in Engineering & Management (IJIREM), Vol-10, Issue-1, Page No-51-54], (ISSN 2347 - 5552). www.ijirem.org