Global void ratio of municipal solid waste for compression indices estimation

Xiaoqing Pi; Xunchang Fei; Yao Wang; Xinlei Sun; Yuliang Guo

doi:10.1016/j.wasman.2023.02.003

Global void ratio of municipal solid waste for compression indices estimation

Waste Manag. 2023 Apr 1:160:69-79. doi: 10.1016/j.wasman.2023.02.003. Epub 2023 Feb 14.

Authors

Xiaoqing Pi¹, Xunchang Fei², Yao Wang¹, Xinlei Sun¹, Yuliang Guo¹

Affiliations

¹ School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Ave, 639798, Singapore.
² School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Ave, 639798, Singapore; Residues and Resource Reclamation Centre, Nanyang Environment and Water Research Institute, 1 Cleantech Loop, 637141, Singapore. Electronic address: xcfei@ntu.edu.sg.

PMID: 36791512
DOI: 10.1016/j.wasman.2023.02.003

Abstract

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 (G_s,B = 1.20, G_s,R = 1.07, and G_s,I = 2.64), respectively. The e₀* values were calculated using the initial dry unit weight (γ_d,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 γ_d,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.

Keywords: Biodegradation; Compression; Creep; Municipal solid waste; Void ratio; Waste composition.

MeSH terms

Physical Phenomena
Pressure
Refuse Disposal* / methods
Solid Waste*
Waste Disposal Facilities

Substances

Solid Waste