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Parametric study of MSW landfill settlement model

Babu, Sivakumar GL and Reddy, Krishna R and Chouksey, Sandeep K (2011) Parametric study of MSW landfill settlement model. In: Waste Management, 31 (6). pp. 1222-1231.

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Official URL: http://dx.doi.org/10.1016/j.wasman.2011.01.007

Abstract

A newly developed and validated constitutive model that accounts for primary compression and time-dependent mechanical creep and biodegradation is used for parametric study to investigate the effects of model parameters on the predicted settlement of municipal solid waste (MSW) with time. The model enables the prediction of stress strain response and yield surfaces for three components of settlement: primary compression, mechanical creep, and biodegradation. The MSW parameters investigated include compression index, coefficient of earth pressure at-rest, overconsolidation ratio, and biodegradation parameters of MSW. A comparison of the predicted settlements for typical MSW landfill conditions showed significant differences in time-settlement response depending on the selected model input parameters. The effect of lift thickness of MSW on predicted settlement is also investigated. Overall, the study shows that the variation in the model parameters can lead to significantly different results; therefore, the model parameter values should be carefully selected to predict landfill settlements accurately. It is shown that the proposed model captures the time settlement response which is in general agreement with the results obtained from the other two reported models having similar features. (C) 2011 Elsevier Ltd. All rights reserved.

Item Type: Journal Article
Additional Information: Copyright of this article belongs to Elsevier Science.
Department/Centre: Division of Mechanical Sciences > Civil Engineering
Date Deposited: 15 Jun 2011 06:53
Last Modified: 15 Jun 2011 06:53
URI: http://eprints.iisc.ernet.in/id/eprint/38207

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