Technical Notes
Mar 9, 2018

Numerical Analysis of MSW Effects on Interface Behavior of Lined Landfill System

Publication: International Journal of Geomechanics
Volume 18, Issue 5

Abstract

In this study, the role of municipal solid waste (MSW) behavior in the stress-deformation response of interfaces in a lined landfill system was assessed. MSW was modeled using a constitutive model that considers its time-dependent and degradable characteristics. Effects of compressibility, degradability of MSW, slope geometry, membrane properties, and lift thickness on the interface responses were evaluated. The study implied that in addition to stress levels, MSW characteristics control the mechanical response of lining components.

Get full access to this article

View all available purchase options and get full access to this article.

References

Babu, S. G. L., and Lakshmikanthan, P. (2015). “Estimation of the components of municipal solid waste settlement.” Waste Manage. Res., 33(1), 30–38.
Babu, S. G. L., Reddy, K. R., and Chouskey, S. K. (2010). “Constitutive model for municipal solid waste incorporating mechanical creep and biodegradation-induced compression.” Waste Manage. J., 30(1), 11–22.
Bareither, C. A., and Kwak, S. (2015). “Assessment of municipal solid waste settlement models based on field-scale data analysis.” Waste Manage., 42, 101–117.
Barlaz, M. A., et al. (2010). “Performance of North American bioreactor landfills. II: Chemical and biological characteristics.” J. Environ. Eng.,., 839–853.
Chen, K. S., Chen, R. H., and Liu, C. N. (2012). “Modeling municipal solid waste landfill settlement.” Environ. Earth Sci., 66(8), 2301–2309.
Chouksey, S. K., and Babu, S. G. L. (2015). “Constitutive model for strength characteristics of municipal solid waste.” Int. J. Geomech., 04014040.
Dixon, N., and Jones, D. R. V. (2003). “Stability of landfill lining systems: Guidance.” Research and Development Project P1-385, Rep. 2, Environment Agency, Bristol, U.K.
Ering, P., and Babu, S. G. L. (2016). “Slope stability and deformation analysis of Bangalore MSW landfills using constitutive model.” Int. J. Geomech., 04015092.
FLAC 2D [Computer software]. Itasca Consulting Group, Minneapolis.
Fowmes, G. J., Dixon, N., and Jones, D. R. V. (2008). “Validation of a numerical modelling technique for multi-layered geosynthetic landfill lining systems.” Geotext. Geomembr., 26(2), 109–121.
Jones, D. R. V., and Dixon, N. (2005). “Landfill lining stability and integrity: The role of waste settlement.” Geotext. Geomembr., 23(1), 27–53.
Machado, S. L., Carvalho, M. F., and Vilar, O. M. (2002). “Constitutive model for municipal solid waste.” J. Geotech. Geoenviron. Eng., 940–951.
Machado, S. L., Vilar, O. M., and Carvalho, M. F. (2008). “Constitutive model for long term municipal solid waste mechanical behavior.” Comput. Geotech., 35(5), 775–790.
Marques, A. C. M., Filz, G. M., and Vilar, O. M. (2003). “Composite compressibility model for municipal solid waste.” J. Geotech. Geoenviron. Eng., 372–378.
Reddy, K. R., Kosgi, S., and Motan, S. (1996). “Interface shear behavior of landfill composite liner systems: A finite element analysis.” Geosynth. Int., 3(2), 247–275.
Sia, A. H. I., and Dixon, N. (2012). “Numerical modelling of landfill lining system–waste interaction: Implications of parameter variability.” Geosynth. Int., 19(5), 393–408.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 18Issue 5May 2018

History

Received: May 23, 2017
Accepted: Nov 14, 2017
Published online: Mar 9, 2018
Published in print: May 1, 2018
Discussion open until: Aug 9, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Pinom Ering, S.M.ASCE [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India (corresponding author). E-mail: [email protected]
G. L. Sivakumar Babu, F.ASCE [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India. E-mail: [email protected]; [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share