A platform for research: civil engineering, architecture and urbanism
Compression Behavior of Municipal Solid Waste: Immediate Compression
An evaluation of scale effects, stress, waste segregation, and waste decomposition on the immediate compression behavior of municipal solid waste is presented. Laboratory experiments were conducted in 64-, 100-, and 305-mm-diameter compression cells. A field-scale experiment [Deer Track Bioreactor Experiment (DTBE)] was conducted on waste of the same composition and material properties. A methodology is presented for determining the end-of-immediate compression strain () that is applicable to both laboratory- and field-scale data. The compression ratio () was comparable between tests conducted in 100- and 305-mm compression cells. Compression tests in 305-mm cells conducted on six wastes (three size-differentiated fresh wastes and three decomposed wastes) yielded ranging from 0.22 to 0.28 in the stress range of 25–100 kPa. A similar (0.23) was determined for the DTBE (20–67 kPa). The variation in is related to the waste compressibility index (WCI), which is a function of waste dry weight water content, dry unit weight, and the percent contribution of biodegradable organic waste (paper/cardboard, food waste, yard waste). A compilation of laboratory data from this study and the literature yielded a predictive relationship for the and WCI. The can be estimated within ±0.087 for a given WCI using this relationship.
Compression Behavior of Municipal Solid Waste: Immediate Compression
An evaluation of scale effects, stress, waste segregation, and waste decomposition on the immediate compression behavior of municipal solid waste is presented. Laboratory experiments were conducted in 64-, 100-, and 305-mm-diameter compression cells. A field-scale experiment [Deer Track Bioreactor Experiment (DTBE)] was conducted on waste of the same composition and material properties. A methodology is presented for determining the end-of-immediate compression strain () that is applicable to both laboratory- and field-scale data. The compression ratio () was comparable between tests conducted in 100- and 305-mm compression cells. Compression tests in 305-mm cells conducted on six wastes (three size-differentiated fresh wastes and three decomposed wastes) yielded ranging from 0.22 to 0.28 in the stress range of 25–100 kPa. A similar (0.23) was determined for the DTBE (20–67 kPa). The variation in is related to the waste compressibility index (WCI), which is a function of waste dry weight water content, dry unit weight, and the percent contribution of biodegradable organic waste (paper/cardboard, food waste, yard waste). A compilation of laboratory data from this study and the literature yielded a predictive relationship for the and WCI. The can be estimated within ±0.087 for a given WCI using this relationship.
Compression Behavior of Municipal Solid Waste: Immediate Compression
Bareither, Christopher A. (author) / Benson, Craig H. (author) / Edil, Tuncer B. (author)
Journal of Geotechnical and Geoenvironmental Engineering ; 138 ; 1047-1062
2011-12-10
162012-01-01 pages
Article (Journal)
Electronic Resource
English
Compression Behavior of Municipal Solid Waste: Immediate Compression
British Library Online Contents | 2012
|Compression Behavior of Municipal Solid Waste: Immediate Compression
Online Contents | 2012
|Response of Municipal Solid Waste to Mechanical Compression
British Library Online Contents | 2017
|Abiotic and Biotic Compression of Municipal Solid Waste
ASCE | 2011
|