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Simulating settlement during waste placement at a landfill with waste lifts placed under frozen conditions. | LitMetric

Simulating settlement during waste placement at a landfill with waste lifts placed under frozen conditions.

Waste Manag

Civil and Environmental Engineering, Carleton University, 1125 Colonel By Drive, Ottawa K1S 5B6, Canada. Electronic address:

Published: December 2015

Twelve instrument bundles were placed within two waste profiles as waste was placed in an operating landfill in Ste. Sophie, Quebec, Canada. The settlement data were simulated using a three-component model to account for primary or instantaneous compression, secondary compression or mechanical creep and biodegradation induced settlement. The regressed model parameters from the first waste layer were able to predict the settlement of the remaining four waste layers with good agreement. The model parameters were compared to values published in the literature. A MSW landfill scenario referenced in the literature was used to illustrate how the parameter values from the different studies predicted settlement. The parameters determined in this study and other studies with total waste heights between 15 and 60 m provided similar estimates of total settlement in the long term while the settlement rates and relative magnitudes of the three components varied. The parameters determined based on studies with total waste heights less than 15m resulted in larger secondary compression indices and lower biodegradation induced settlements. When these were applied to a MSW landfill scenario with a total waste height of 30 m, the settlement was overestimated and provided unrealistic values. This study concludes that more field studies are needed to measure waste settlement during the filling stage of landfill operations and more field data are needed to assess different settlement models and their respective parameters.

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Source
http://dx.doi.org/10.1016/j.wasman.2015.08.016DOI Listing

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