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  Published Paper Details:

  Paper Title

STABILIZATION OF SOILS USING GEOSYNTHETIC MATERIAL (BAMBOO FIBERS)

  Authors

  Yogender Sharma,  Chitaranjan Kumar

  Keywords

Stabilization of Soils Using Geosynthetic Material

  Abstract


As we all know, structures such as buildings, bridges, highways, and dams are all supported by soil, and the soil at a construction site may not always be completely suitable. The in situ soil in granular soil deposits can be quite loose, indicating a large elastic settlement. In this situation, the soil must be modified in order to raise its unit weight, which will boost shear strength and load bearing capability. When the top layers of soil are unsuitable, they must be removed and replaced with better soil, which may then be used to build the structural foundation. As a result, improving load bearing capability is even more crucial when constructing a structural foundation. Soil stabilisation is a procedure that involves strengthening the physical attributes of the soil by blending or mixing substances in order to improve its strength, durability, and other properties. Soil stabilisation methods include: cement stabilisation, lime stabilisation, bitumen stabilisation, chemical stabilisation, and a new emerging technology of stabilisation using Geo textiles and Geo synthetic fibers. Bamboo fibers are being used as a geo synthetic material for soil stabilisation in this project. CBR values will improve with the addition of bamboo fibers to the soil, and the thickness of the pavement layer will be reduced. Bamboo fibers are a type of geosynthetic material that is readily available, environmentally beneficial, and cost-effective. When compared to traditional construction methods, the overall cost of using soil stabilising methods in construction is lower. The liquid limit of the soil, the soil's MDD, the soil's OMC, the soil's shear strength, and the soil's CBR value were discovered. We determined from the restricted laboratory investigation that 0.75 percent bamboo fiber can significantly improve the qualities of Black cotton soil. The benefits of this project include the low cost of incorporating bamboo fiber into soil stabilisation and the ability to produce excellent concrete.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT21X0039

  Paper ID - 222082

  Page Number(s) - c773-c833

  Pubished in - Volume 10 | Issue 6 | June 2022

  DOI (Digital Object Identifier) -   

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

  E-ISSN Number - 2320-2882

  Cite this article

  Yogender Sharma,  Chitaranjan Kumar,   "STABILIZATION OF SOILS USING GEOSYNTHETIC MATERIAL (BAMBOO FIBERS)", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.10, Issue 6, pp.c773-c833, June 2022, Available at :http://www.ijcrt.org/papers/IJCRT21X0039.pdf

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ISSN: 2320-2882
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Journal Starting Year (ESTD) : 2013
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ISSN and 7.97 Impact Factor Details


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ISSN: 2320-2882
Impact Factor: 7.97 and ISSN APPROVED
Journal Starting Year (ESTD) : 2013
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