BibTeX:

@article{IJIRSTV2I2015,
     title={Effect of Flyash and Fibre on Engineering Property of Black Cotton Soil},
     author={Kuldeep Singh Chouhan and Prof.Rajesh Jain},
     journal={International Journal for Innovative Research in Science & Technology},
     volume={2},
     number={2},
     pages={10--13},
     year={},
     url={http://www.ijirst.org/articles/IJIRSTV2I2015.pdf},
     publisher={IJIRST (International Journal for Innovative Research in Science & Technology)},
}

Soil is a base of structure, which actually supports the structure from beneath and distributes the load effectively. If the stability of the soil is not adequate then failure of structure occurs in form of settlement, cracks etc. Expansive soil also known as black cotton soil is more responsible for such situations and this is due to presence of montmorillonite mineral in it, which has ability to undergo large swelling and shrinkage. To overcome this, properties of soil must be improved by artificial means known as in present study soil sample containing 0% ,9,18,27, of flyah & determine the value CBR test strength of soil & when get maximum strength to use same content sugar cane fiber 2%,4% ,6% fibre means cut sugar cane fibre1.5 cm and mix with fly ash .the test result showed significance decrease expansive behaviour of black cotton soil the california bearing ratio from 1.19 to 5.65 &unconfined compression ratio from 0.66 to1.43 kg/cm2 maximum dry density reached from 1.66 to 2.11gm/cc also conduct the triaxial test of soil to determine the value of soil c & Φ all the test conducted as per relevant is code of practice.

Flyash, Sugarcane Fibre