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INTERNATIONAL JOURNAL OF CREATIVE RESEARCH THOUGHTS - IJCRT (IJCRT.ORG)

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ISSN Approved Journal No: 2320-2882 | Impact factor: 7.97 | ESTD Year: 2013

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  Authors

Atiya Mushtaq Bhat,Er. Rabinder Singh,Er. Asif Altaf

  Keywords

Pond Ash, Egg Shell Powder, maximum dry density, unconfined compressive strength

  Abstract


Soil is a vital substance for all creatures in the world, soil has vast usage in different parts such as agriculture, civil work, foundation, bridges, embankment, buildings, canals, tunneling etc. Soil has different types and all the types of soil cannot fulfill all requirements of engineering properties and cannot stand against the properties such as mechanical strength, permeability, compressibility etc. among the different types of soils expansive soil is a weak soil which has less shear strength and should be stabilized for various construction purposes. Stabilization is the process of blending materials with soil in order to improve certain properties of soil like plasticity index, gradation, texture or act as a binder for the cementation of soil. Normally stabilization of soil is done by adding additives like lime, cement, etc. Cement stabilization is one of the effective stabilization processes but proves to be very costly in a long run. So, it needs an economic replacement by such materials which possess the same properties as that possessed by cement. It is being found that Pond ash possesses pozzolanic properties having silica as main component and Egg shell powder is having calcium oxide as its main component both being the main constituents of cement. Therefore, cement can be replaced partially or fully by these two waste materials in soil stabilization. A huge amount of eggshell and pond ash wastes is produced every year and there is an absence of effective waste disposal. Hence it is proposed to utilize ESP and pond ash for soil improvement which serves two purposes like waste utilization and also soil stabilization. In this present study, the two waste materials used are PA and ESP in different proportions. PA is first added in natural soil in different proportions like 3%, 5%, 7%, 9%and 11% by weight of soil and 5% PA was found an optimum proportion based on UCS values. After finding the optimum proportion of PA-soil mix i.e., 5% Then ESP was added in different proportions like 2%, 4%, 6%, 8% and 10% to the Soil-PA mix. From test results it was found that the UCS got a maximum value of 271.24 KN/m2 at 6% ESP.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2406052

  Paper ID - 263073

  Author type - Indian Author

  Page Number(s) - a495-a503

  Pubished in - Volume 12 | Issue 6 | June 2024

  DOI (Digital Object Identifier) -   

  No Of Downloads - 320

  Author Country - India, 190020, Srinagar, Srinagar, 190020, Science and Technology

  Publisher Name - IJPUBLICATION | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Published Paper PDF : - http://www.ijcrt.org/papers/IJCRT2406052

  Published Paper URL: : - http://ijcrt.org/viewfull.php?&p_id=IJCRT2406052

  Published Paper PDF Downlaod: - download.php?file=IJCRT2406052

  Cite this article

Atiya Mushtaq Bhat,Er. Rabinder Singh,Er. Asif Altaf,   "Effect of Pond Ash and Eggshell Powder for The Stabilization of Soil in Road Construction", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.12, Issue 6, pp.a495-a503, June 2024, Available at :http://www.ijcrt.org/papers/IJCRT2406052.pdf

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The International Journal of Creative Research Thoughts (IJCRT) aims to explore advances in research pertaining to applied, theoretical and experimental Technological studies. The goal is to promote scientific information interchange between researchers, developers, engineers, students, and practitioners working in and around the world.

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