Loughborough University
Leicestershire, UK
LE11 3TU
+44 (0)1509 263171
Loughborough University

Loughborough University Institutional Repository

Please use this identifier to cite or link to this item: https://dspace.lboro.ac.uk/2134/14821

Title: Numerical modelling of landfill lining system-waste interaction: implications of parameter variability
Authors: Sia, Hung-Ing (Anna)
Dixon, Neil
Keywords: Geosynthetics
Lining system
Waste settlement
Monte Carlo method
Serviceability limit state
Issue Date: 2012
Publisher: ICE Publishing / © Thomas Telford Ltd.
Citation: SIA, A. and DIXON, N., 2012. Numerical modelling of landfill lining system-waste interaction: implications of parameter variability. Geosynthetics International, 19 (5), pp. 393 - 408.
Abstract: Numerical modelling techniques can be used to examine the serviceability limit states of landfill side-slope lining systems in response to waste placement. A study has been conducted in which the variability of significant model input parameters have been investigated within a probabilistic framework using Monte Carlo simulation. Key model parameters are treated as random variables, and the statistical information required to describe their distributions has been derived from a laboratory repeatability testing programme, a literature survey and an expert consultation process. Model outputs include relative shear displacements between lining components, and tensile strains in the geosynthetic layers that occur in response to staged placement of waste against the side slope. It was found that analyses including input parameter variability were able to identify mechanisms influencing liner performance and their probability of occurrence. These mechanisms include large (i.e. ≫100 mm) relative displacements at interfaces that can generate post-peak strengths, and mobilised tensile strains in the geomembrane and geotextile layers. Additionally, it was found that relative displacements at the controlling (i.e. weakest) liner interface are greater for landfills with a steep side slope, for stiffer waste and thicker waste lifts, while tensile strains in the geosynthetic elements are greater for steep side slopes, more compressible waste and thinner waste lifts. Outputs from probabilistic analyses such as that used in this study can guide engineers regarding geometries and materials that could produce waste-settlement-generated serviceability limit state failures, and hence can be used to support more reliable designs.
Description: This article was published in the journal, Geosynthetics International [ICE Publishing / © Thomas Telford Ltd.]. The definitive version is available at: http://www.icevirtuallibrary.com/content/serial/gein
Version: Published
DOI: 10.1680/gein.12.00025
URI: https://dspace.lboro.ac.uk/2134/14821
Publisher Link: http://www.icevirtuallibrary.com/content/serial/gein
ISSN: 1072-6349
Appears in Collections:Published Articles (Architecture, Building and Civil Engineering)

Files associated with this item:

File Description SizeFormat
Sia and Dixon gein19-0393.pdfPublished version292.71 kBAdobe PDFView/Open


SFX Query

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.