BibTeX:

@article{IJIRSTV4I10027,
     title={Effect of Safe Bearing Capacity and Coefficient of Friction between Soil and Concrete in Stability of Cantilever Type Retaining Wall},
     author={Aman Rawat},
     journal={International Journal for Innovative Research in Science & Technology},
     volume={4},
     number={10},
     pages={53--61},
     year={},
     url={http://www.ijirst.org/articles/IJIRSTV4I10027.pdf},
     publisher={IJIRST (International Journal for Innovative Research in Science & Technology)},
}

To maintain the two different ground level retaining wall are constructed. Retaining wall is basically design for lateral force acting on it due to pressure force exerted by backfill retained by the wall and pressure force due to traffic. In this paper the effect due to reduce in safe bearing capacity and coefficient of friction in the stability of existing retaining wall. Design philosophy is based on Indian standard code IS 456. Safe bearing capacity of soil and coefficient of friction taken as variable to know the effect in stability.

Cantilever type retaining wall, Safe bearing capacity of soil, Coefficient of friction, Stability, Factor of safety (F.O.S.)