Study of the mechanical compression behavior of municipal solid waste by temperature-controlled compression tests |
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Authors: | Rong-Her Chen Kuo-Sheng Chen Chia-Nan Liu |
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Institution: | (1) Department of Civil Engineering, National Taiwan University, Taipei, 106, Taiwan;(2) Department of Environmental Information and Engineering, National Defense University, Taoyuan, 335, Taiwan;(3) Department of Civil Engineering, National Chi-Nan University, Nantou, 545, Taiwan; |
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Abstract: | Understanding the compression behavior of waste materials is important to the operation and rehabilitation of waste landfill
sites. Nevertheless, predicting this behavior is extremely difficult because waste materials are heterogeneous and highly
biodegradable. In terms of the mechanism, waste settlement comprises mechanical and biodegradation compressions. This research
performs a series of tests to study the mechanical compression behavior of waste materials by using a specifically designed
testing device. The device has the ability to keep the temperature low enough to impede the biodegradation of organics, thereby
allowing the mechanical compression behavior to be determined. In general, the observed mechanical compression indicates that
municipal solid waste (MSW) is very compressible. As the load increases, MSW becomes less compressible because the waste is
getting denser. MSW also has a very large creep compression rate, whereby the coefficient of compression of the primary phase
is only about 2–8 times that of the creep phase. The magnitude of loading and the elapsed time of loading affect the mechanical
compression behavior of MSW. The effects of some parameters on the mechanical behavior are studied herein. MSW with higher
dry density had a smaller compressibility. Higher water content also led to a higher compression rate in the primary and creep
phases. The waste containing more compressible constituents compressed to a larger extent but with an insignificant increase
in the compression rate. The biodegradation of organic constituents did not influence the mechanical compression behavior
significantly but increased the rate of creep compression notably. This research also developed a regression relationship
between the coefficient of volume compressibility and the dry density of the waste. The prediction of mechanical compression
in a field case validated the application of this regression relationship. |
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