Technical Papers
Aug 4, 2011

Impact of Pressurized Liquids Addition on Landfill Slope Stability

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 4

Abstract

The addition of liquids to municipal solid waste landfills, a practice sometimes performed under pressure to promote moisture distribution, has the potential to affect slope stability as a result of increased pore water pressure (and reduced shear strength) in the landfilled waste. Liquids addition into waste by using buried horizontal trenches was modeled to determine pore water pressure distributions, and the resulting effect on slope stability was assessed for different operational strategies. Model results using typical mechanical properties for solid waste found that pressurized liquids addition under a sloped landfill surface was possible without inducing a slope failure, providing liquids distribution was not obstructed. A reduction in the factor of safety occurred when simulating a poorly functioning leachate collection and removal system, a low-permeability cover layer within the landfill, a seepage control strategy using low-permeability soil, high liquids addition pressures, and waste permeability decreasing with depth. The sensitivity of the model results to input parameters was evaluated and graphically presented. The results demonstrate how pressurized liquids addition has the potential to affect slope stability and provide important insights for engineers charged with designing and permitting such systems.

Get full access to this article

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

Acknowledgments

This work was a product of a project conducted by Innovative Waste Consulting Services for the U.S. EPA’s Office of Research and Development.

References

Blight, G. (2008). “Slope failures in municipal solid waste dumps and landfills: A review.” Waste Manage. Res.WMARD8, 26(5), 448–463.
Bray, J. D., Zekkos, D., Kzvazanjian, E., Athanasopoulos, G. A., and Friemer, M. (2009). “Shear strength of municipal solid waste.” J. Geotech. Geoenviron. Eng., 135(6), 709–722.JGGEFK
Code of Federal Regulations. (2003). “National emission standards for hazardous air pollutants: Municipal solid waste landfills.” 40 CFR 63, Washington, DC.
Code of Federal Regulations. (1996). “Criteria for municipal solid waste landfills.” 40 CFR 258, Washington, DC.
Crosta, G. B., Chen, H., and Frattini, P. (2006). “Forecasting hazard scenarios and implications for the evaluation of countermeasure efficiency for large debris avalanches.” Eng. Geol., 83(1–3), 236–253.EGGOAO
Dixon, N., and Jones, D. R. V. (2005). “Engineering properties of municipal solid waste.” Geotext. Geomembr., 23(3), 205–233.
Gabr, M. A., Hossain, M. S., and Barlaz, M. A. (2007). “Shear strength parameters of municipal solid waste with leachate recirculation.” J. Geotech. Geoenviron. Eng., 133(4), 478–484.JGGEFK
Gasmo, J. M., Rahardjo, H., and Leong, E. C. (2000). “Infiltration effects on stability of a residual soil slope.” Comput. Geotech., 26(2), 145–165.CGEOEU
GeoSyntec Consultants. (2007). “Reviewers checklist: Slope stability analysis,” Prepared as part of the Fundamentals of Slope Stability and Settlement for Solid Waste Disposal Facilities, Univ. of Florida TREEO Center, Orlando, FL.
Hossain, M. S., and Haque, M. A. (2009). “Stability analyses of municipal solid waste landfills with decomposition.” Geotech. Geol. Eng., 27(6), 659–666.
Jain, P., Powell, J. P., Townsend, T. G., and Reinhart, D. R. (2006). “Estimating the hydraulic conductivity of landfilled municipal solid waste using the borehole permeameter test.” J. Environ. Eng., 132(6), 645–652.JOEEDU
Koerner, R. M., and Soong, T. Y. (2000). “Leachate in landfills: The stability issues.” Geotext. Geomembr., 18(5), 293–309.
Krahn, J. (2007a). Seepage modeling with SEEP/W: An engineering methodology, 2nd Ed., GEO-SLOPE Int., Calgary, Alberta, CA.
Krahn, J. (2007b). Stability modeling with SLOPE/W 2007: An engineering methodology, 2nd Ed., GEO-SLOPE Int., Calgary, Alberta, CA.
McCreanor, P. T., and Reinhart, D. R. (1999). “Hydrogynamic modeling of leachate recirculating landfills.” Waste Manage. Res.WMARD8, 17(6), 465–469.
Merry, S. M., Fritz, W. U., Budhu, M., and Jesionek, K. (2006). “Effect of gas on pore pressures in wet landfills.” J. Geotech. Geoenviron. Eng., 132(5), 553–561.JGGEFK
Ng, C. W. W., and Shi, Q. (1998). “A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage.” Comput. Geotech., 22(1), 1–28.CGEOEU
Powrie, W., and Beaven, R. P. (1999). “Hydraulic properties of household waste and implications for landfills.” Proc. ICE Geotech. Eng., 137(4), 235–247.
Reddy, K. R., Hettiarachchi, H., Parakalla, N., Gangathulasi, J., Bogner, J., and Lagier, T. (2009). “Hydraulic conductivity of MSW in landfills.J. Environ. Eng., 135(8), 677–683.JOEEDU
Reinhart, D. R., and Townsend, T. G. (1998). Landfill bioreactor design & operation, CRC, Boca Raton, FL.
Stark, T. D., Eid, H. T., Evans, W. D., and Sherry, P. E. (2000). “Municipal solid waste slope failure. II. Stability analyses.” J. Geotech. Geoenviron. Eng., 126(5), 408–419.JGGEFK
Tchobanoglous, G., Theisen, H., and Vigil, S. (1993). Integrated solid waste management, McGraw-Hill, New York.
Thiel, R. S., and Christie, M. (2005). “Leachate recirculation and potential concerns on landfill stability.” Proc., NAGS 2005/ GRI 19 Conf., Geosynthetica.net, Jupiter, FL, 14–16.
Townsend, T. G., and Miller, W. (1998). “Leachate recyle using horizontal injection.” Adv. Environ. Res., 2(2), 129–138.AERDDP
Wan, Y., and Kwong, J. (2002). “Shear strength of soils containing amorphous clay-size materials in a slow-moving landslide.” Eng. Geol., 65(4), 293–303.EGGOAO
Zekkos, D. P. (2005). “Evaluation of static and dynamic properties of municipal solid-waste.” Ph.D. thesis, Univ. of California, Berkeley, CA.
Zekkos, D., et al. (2006). “Unit weight of municipal solid waste.” J. Geotech. Geoenviron. Eng., 132(10), 1250–1261.JGGEFK
Zhan, T. L. T., Chen, Y. M., and Ling, W. A. (2008). “Shear strength characterization of municipal solid waste at the Suzhou landfill, China.” Eng. Geol., 97(3–4), 97–111.EGGOAO

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138Issue 4April 2012
Pages: 472 - 480

History

Received: Oct 29, 2009
Accepted: Aug 2, 2011
Published online: Aug 4, 2011
Published in print: Apr 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Qiyong Xu, M.ASCE [email protected]
Project Engineer, Innovative Waste Consulting Services, 6628 NW 9th Blvd, Gainesville, FL 32605-4282. E-mail: [email protected]; and Associate Professor, School of Environment and Energy, Peking Univ. Shenzhen Graduate School. E-mail: [email protected]
Thabet Tolaymat [email protected]
U.S. Environmental Protection Agency Office of Research and Development, National Risk Management Laboratory, Cincinnati, OH 45224. E-mail: [email protected]
Timothy G. Townsend, M.ASCE [email protected]
P.E.
Professor, Dept. of Environmental Engineering Sciences, Univ. of Florida, P.O. BOX 116450, Gainesville, FL 32611-6450 (corresponding author). E-mail: [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