A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2018; you can also visit the original URL.
The file type is application/pdf
.
Load-Bearing Capacity of the Footing Resting on a Reinforced Fly Ash Slope
2012
Journal of Civil Engineering and Architecture
In several parts of the world, disposal of waste materials such as fly ash is a great problem. Application of waste materials as structural fills in foundations is one of the best solutions to disposal problems, because wastes can be used in large volumes in such applications. There may be difficulty due to poor load-bearing capacity of fly ash, especially when footing rests on the top of the fly ash fill slope. Inclusion of polymeric reinforcements as horizontal sheets within the fill may be
doi:10.17265/1934-7359/2012.05.011
fatcat:m5u2u7bbozfwri4fbm2ilgl4kq