Global void ratio of municipal solid waste for compression indices estimation
Compressibility is one of the important engineering properties of municipal solid waste (MSW) affecting the stability and functionality of a landfill. Although the correlations between MSW properties and compression parameters have been established, they either have low accuracy and small datasets o...
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sg-ntu-dr.10356-1689202023-06-22T06:36:59Z Global void ratio of municipal solid waste for compression indices estimation Pi, Xiaoqing Fei, Xunchang Wang, Yao Sun, Xinlei Guo, Yuliang School of Civil and Environmental Engineering Residues and Resource Reclamation Centre Nanyang Environment and Water Research Institute Engineering::Civil engineering Waste Composition Municipal Solid Waste Compressibility is one of the important engineering properties of municipal solid waste (MSW) affecting the stability and functionality of a landfill. Although the correlations between MSW properties and compression parameters have been established, they either have low accuracy and small datasets or are only limited to a few specific landfills in a region. In this study, a new method using the initial global void ratio (e0*) of MSW to estimate the compression indices is developed based on a comprehensive MSW dataset. The dataset consists of 124 sets (91 laboratory and 33 field) of MSW compression results obtained from 44 studies in 13 countries with different income levels and climate conditions. We categorized MSW as a ternary mixture with biodegradable (B), reinforcing (R), and inert (I) fractions, and suggested average specific gravity values (Gs,B = 1.20, Gs,R = 1.07, and Gs,I = 2.64), respectively. The e0* values were calculated using the initial dry unit weight (γd,0) and ternary composition of MSW. The correlations between the e0* and the immediate compression index, secondary compression index induced by mechanical creep, and secondary compression index induced by bio-compression of MSW were evidently established. The results are applicable to the MSW with B = 0-79.2 %, R = 0-54.0 %, I = 2.8-100.0 %, and γd,0 = 2.0-14.2 kN/m3. A simple flowchart was established to estimate the compression indices and strains of MSW disposed on in landfills and dumpsites in countries with different income levels. 2023-06-22T06:36:58Z 2023-06-22T06:36:58Z 2023 Journal Article Pi, X., Fei, X., Wang, Y., Sun, X. & Guo, Y. (2023). Global void ratio of municipal solid waste for compression indices estimation. Waste Management, 160, 69-79. https://dx.doi.org/10.1016/j.wasman.2023.02.003 0956-053X https://hdl.handle.net/10356/168920 10.1016/j.wasman.2023.02.003 36791512 2-s2.0-85147945401 160 69 79 en Waste Management © 2023 Elsevier Ltd. All rights reserved. |
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Engineering::Civil engineering Waste Composition Municipal Solid Waste Pi, Xiaoqing Fei, Xunchang Wang, Yao Sun, Xinlei Guo, Yuliang Global void ratio of municipal solid waste for compression indices estimation |
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Compressibility is one of the important engineering properties of municipal solid waste (MSW) affecting the stability and functionality of a landfill. Although the correlations between MSW properties and compression parameters have been established, they either have low accuracy and small datasets or are only limited to a few specific landfills in a region. In this study, a new method using the initial global void ratio (e0*) of MSW to estimate the compression indices is developed based on a comprehensive MSW dataset. The dataset consists of 124 sets (91 laboratory and 33 field) of MSW compression results obtained from 44 studies in 13 countries with different income levels and climate conditions. We categorized MSW as a ternary mixture with biodegradable (B), reinforcing (R), and inert (I) fractions, and suggested average specific gravity values (Gs,B = 1.20, Gs,R = 1.07, and Gs,I = 2.64), respectively. The e0* values were calculated using the initial dry unit weight (γd,0) and ternary composition of MSW. The correlations between the e0* and the immediate compression index, secondary compression index induced by mechanical creep, and secondary compression index induced by bio-compression of MSW were evidently established. The results are applicable to the MSW with B = 0-79.2 %, R = 0-54.0 %, I = 2.8-100.0 %, and γd,0 = 2.0-14.2 kN/m3. A simple flowchart was established to estimate the compression indices and strains of MSW disposed on in landfills and dumpsites in countries with different income levels. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Pi, Xiaoqing Fei, Xunchang Wang, Yao Sun, Xinlei Guo, Yuliang |
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Article |
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Pi, Xiaoqing Fei, Xunchang Wang, Yao Sun, Xinlei Guo, Yuliang |
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Pi, Xiaoqing |
title |
Global void ratio of municipal solid waste for compression indices estimation |
title_short |
Global void ratio of municipal solid waste for compression indices estimation |
title_full |
Global void ratio of municipal solid waste for compression indices estimation |
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Global void ratio of municipal solid waste for compression indices estimation |
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Global void ratio of municipal solid waste for compression indices estimation |
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global void ratio of municipal solid waste for compression indices estimation |
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2023 |
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https://hdl.handle.net/10356/168920 |
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