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Balancing Out of Black Cotton Soil Using Polypropylene Fiber and Stone Powder

Pankaj Kumar, Priyanka Gharsole, Krishnamohan Chauhan, Avinash Sanap, Baburao Sangale

Abstract


Black cotton soil is spread all over the entire area in Maharashtra and some parts of Gujarat, Madhya Pradesh, Karnataka and Andhra Pradesh. Black cotton soil have the characteristic to swelling or shrinking with the change in moisture content which affect the pavement base course and structural elements. For stabilizing expansive soil the UCS, SPT, CBR tests are carried out with the addition of Stone Powder (8% and 16%) and Polypropylene fibers (0.8%, 1.6% and 2.4%). Tests are carried out for determining the compressive strength of soil is increasing with the increasing in admixtures.


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References


Ahemadabbas, S Rajpura, B. R Shah, H. K Dave, (2017) “Review of Industrial Waste Used in Stabilization of Expansive Soil in Road Sub grade”.

J. Jay pal S, Boobathiraja M and Samuel Thana raj. K, “Weak Soil Stabilization using Different Admixtures- a Comparative Study”, (October- 2014), International Journal of Engineering Research and Technology (IJERT) ISSN: 2278-0181 IJERTV3IS100068 Vol. 3 Issue 10.

J. Olufowobi, A. Ogundoju, B. Michael and O. Aderinlewo, “Clay Soil Stabilization Using Powdered Glass”, Journal of Engineering Science and Technology Vol. 9.

Jaya Prakash Babu. V, Satyanarayana. P.V.V, Surya Manikantha, Abdul Moin, (2016) “Engineering Properties of Black cotton soil Modified with Fly ash and Cement”.

M. Adams Joe and A. Maria Rajesh, “Soil Stabilization using Industrial Waste and Lime”,(July 2015), International Journal of Scientific Research Engineering and Technology (IJSRET), ISSN 2278 – 0882 Volume 4, Issue 7.

Santosh Dhakar, S. K. Jain De, “Stabilization of Soil Using Fly ash, Lime and Cement”, International Journal of Science and Research (IJSR), ISSN (Online): 2319-7064 Index Copernicus Value: 6.14 Impact Factor (2015): 6.391.


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