Version 1
: Received: 27 July 2022 / Approved: 29 July 2022 / Online: 29 July 2022 (03:27:14 CEST)
Version 2
: Received: 1 August 2022 / Approved: 2 August 2022 / Online: 2 August 2022 (07:43:19 CEST)
How to cite:
Verma, A. K.; Prasad, A. Slope Safety Risk Analysis of The Embankments Made of Different Landfill-Mined Waste. Preprints2022, 2022070444. https://doi.org/10.20944/preprints202207.0444.v1
Verma, A. K.; Prasad, A. Slope Safety Risk Analysis of The Embankments Made of Different Landfill-Mined Waste. Preprints 2022, 2022070444. https://doi.org/10.20944/preprints202207.0444.v1
Verma, A. K.; Prasad, A. Slope Safety Risk Analysis of The Embankments Made of Different Landfill-Mined Waste. Preprints2022, 2022070444. https://doi.org/10.20944/preprints202207.0444.v1
APA Style
Verma, A. K., & Prasad, A. (2022). Slope Safety Risk Analysis of The Embankments Made of Different Landfill-Mined Waste. Preprints. https://doi.org/10.20944/preprints202207.0444.v1
Chicago/Turabian Style
Verma, A. K. and Arun Prasad. 2022 "Slope Safety Risk Analysis of The Embankments Made of Different Landfill-Mined Waste" Preprints. https://doi.org/10.20944/preprints202207.0444.v1
Abstract
Municipal solid waste management is a growing worldwide challenge. Landfill mining is a promising technique to reduce MSW landfills. In the present study, arbitrary embankments made of different MSW fractions are analyzed to find the safety factor of their slopes. Properties of Municipal solid waste fines (MSWF), Shredded MSW, MSW Incineration Ash, and MSW having particles less than 35 mm are used in the analysis. For doing the same, finite element-based application 'Plaxis-2D' is used. The safety of slopes is assessed while the water table is inserted, and a uniform load is applied to the embankment to establish how well they will perform in critical situations. It was found that the slope made of shredded MSW is most safe due to its low density and high friction angle, while the least safe slope is made of MSW having less than 35 mm fractions.
Keywords
FEM; Slope Stability; Plaxis; MSW
Subject
Engineering, Civil Engineering
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.