Document Type

Conference Proceeding

Publisher

American Society of Civil Engineers

Faculty

Faculty of Computing, Health and Science

School

School of Engineering

RAS ID

14945

Comments

This article was originally published as: Gill, K., Choudhary, A., Jha, J., & Shukla, S. K. (2012). Load-bearing capacity of a footing resting on the fly ash slope with multi-layer reinforcements. Proceedings of Geo congress of the Geo-Institute of ASCE. (pp. 4262-4271). Oakland, California. American Society of Civil Engineers. Original article available here

Abstract

In several parts of the world, the disposal of waste materials like fly ash is a challenging task. The applications of fly ash as structural fills in foundations is one of the best solutions to disposal problems, because they can be used in large volumes in such application. There may be difficulty due to poor load-bearing capacity of fly ash, especially when footings rest on the top of the fly ash fill slope; but inclusion of polymeric reinforcements as horizontal sheets within the fill may be advantageous in improving the load-bearing capacity of reinforced fly ash slope. The aim of present investigation is to find out the efficacy of multi layer reinforcements in improving the load-bearing capacity when incorporated within the body of fly ash embankment. An increase in load bearing capacity due to the incorporation of reinforcement layers in the model slope was observed in the laboratory tests. The experimental results were compared with the numerical findings obtained from the finite element analysis using commercial software PLAXIS 2D version 9.0.

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