INDIGO Home University of Illinois at Urbana-Champaign logo uic building uic pavilion uic student center

Geotechnical properties of municipal solid waste at different phases of biodegradation

Show full item record

Bookmark or cite this item: http://hdl.handle.net/10027/8239

Files in this item

File Description Format
PDF SMSW-Degradation-Geotechnical-Final.pdf (196KB) (no description provided) PDF
Title: Geotechnical properties of municipal solid waste at different phases of biodegradation
Author(s): Reddy, Krishna R.; Hettiarachchi, Hiroshan; Gangathulasi, Janardhanan; Bogner, Jean E.
Subject(s): Bioreactor landfills Hydraulic conductivity
Abstract: This paper presents the results of laboratory investigation conducted to determine the variation of geotechnical properties of synthetic municipal solid waste (MSW) at different phases of degradation. Synthetic MSW samples were prepared based on the composition of MSW generated in the United States and were degraded in bioreactors with leachate recirculation. Degradation of the synthetic MSW was quantified based on the gas composition and organic content, and the samples exhumed from the bioreactor cells at different phases of degradation were tested for the geotechnical properties. Hydraulic conductivity, compressibility and shear strength of initial and degraded synthetic MSW were all determined at constant initial moisture content of 50% on wet weight basis. Hydraulic conductivity of synthetic MSW was reduced by two orders of magnitude due to degradation. Compression ratio was reduced from 0.34 for initial fresh waste to 0.15 for the mostly degraded waste. Direct shear tests showed that the fresh and degraded synthetic MSW exhibited continuous strength gain with increase in horizontal deformation, with the cohesion increased from 1 kPa for fresh MSW to 16–40 kPa for degraded MSW and the friction angle decreased from 35° for fresh MSW to 28° for degraded MSW. During the triaxial tests under CU condition, the total strength parameters, cohesion and friction angle, were found to vary from 21 to 57 kPa and 1° to 9°, respectively, while the effective strength parameters, cohesion and friction angle varied from 18 to 56 kPa and from 1° to 11°, respectively. Similar to direct shear test results, as the waste degrades an increase in cohesion and slight decrease in friction angle was observed. Decreased friction angle and increased cohesion with increased degradation is believed to be due to the highly cohesive nature of the synthetic MSW. Variation of synthetic MSW properties from this study also suggests that significant changes in geotechnical properties of MSW can occur due to enhanced degradation induced by leachate recirculation.
Issue Date: 2011-07-20
Publisher: Elsevier
Citation Info: Reddy, K. R., Hettiarachchi, H., Gangathulasi, J., & Bogner, J. E. 2011. Geotechnical properties of municipal solid waste at different phases of biodegradation. Waste Management . 31(11): 2275-2286. DOI: 10.1016/j.wasman.2011.06.002.
Type: Article
Description: NOTICE: this is the author’s version of a work that was accepted for publication in Waste Management. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Waste Management, Vol 31, Issue 11, (2011) DOI: 10.1016/j.wasman.2011.06.002. The original publication is available at www.elsevier.com.
URI: http://hdl.handle.net/10027/8239
ISSN: 0956-053X
Sponsor: This project was funded by the National Science Foundation (CMMI #0600441).
Date Available in INDIGO: 2012-03-21
 

This item appears in the following Collection(s)

Show full item record

Statistics

Country Code Views
United States of America 75
China 20
United Kingdom 8
Germany 2
India 1

Browse

My Account

Information

Access Key