Case Studies
Sep 9, 2020

Geotechnical Stability of Waste Fills: Lessons Learned and Continuing Challenges

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 11

Abstract

Several noteworthy stability failures occurred at landfills in the United States in the 1980s and early 1990s, a timeframe coinciding with the promulgation of modern US environmental regulations. These failures were extensively studied, and lessons were learned. A state-of-practice developed to enable the design of waste fills to be stable throughout their construction, operation, and closure periods. However, a survey of landfill performance in the United States in the 2010–2019 timeframe shows that waste fill stability failures continue to occur. This paper, an expansion of the 2018 Terzaghi Lecture given by the first author, presents a brief review of several waste fill failures from the 1980s and 1990s and the lessons learned during that period. Several more recent waste fill failures are then reviewed, from which it is concluded that 20–30 years after the earlier failures, facility operators and design engineers are relearning the earlier lessons, as well as new lessons related to evolving waste streams and operating practices. The paper concludes with a discussion of the current standard-of-care for the design of US waste fills and suggests that this standard can be improved through application of the lessons described herein.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code generated or used during the study are proprietary or confidential in nature and may only be provided with restrictions from the corresponding author. These include existing data for the three confidential case studies described in the paper.

Acknowledgments

This paper has as its genesis the 54th ASCE Terzaghi Lecture developed and presented by the first author. The lecture was expanded to this paper by all three authors who have worked together on waste fill stability issues for more than three decades. The authors recognize the following current and former Geosyntec personnel involved in the postfailure forensic investigations, or in follow-up studies, for each of the failures described in this paper: Allen Blodgett, David Bonnett, Mihsiung Chang, Youngmin Cho, David Espinoza, Jean Pierre Giroud, Mark Gleason, Ranjiv Gupta, David Hendron, Paul Herr, Michael Houlihan, Ed Kavazanjian, Scott Luettich, Mike Monteleone, James McNash, Bert Palmer, Peter Prommer, Maria Orozco, Juan Pestana, Juan Quiroz, Jeffrey Raines, Thomas Ramsey, Paul Sabatini, Thierry Sanglerat, Rodolfo Sancio, Dan Schauer, Michael Shea, Ray Steinle, and Nicholas Yafrate. The authors also recognize the contributions of the personnel employed by the owners of the facilities discussed in this paper. In every case, these individuals contributed to the postfailure investigations and development of the lessons learned. The authors also acknowledge Professor Edward Kavazanjian, Jr., who performed the ASU direct shear tests reported herein; Professor Craig H. Benson, who participated in the forensic investigation of the Confidential Northeast MSW Landfill failure; and Professors Christopher Bareither and Joe Scalia, who performed the CSU direct shear tests. ConTec performed the CPTu testing presented in Figs. 16 and 25. Finally, the first author gratefully recognizes the following former Terzaghi Lecturers who have been his teachers and/or close collaborators over the course of his career: David E. Daniel, J. Michael Duncan, Jean Pierre Giroud, Robert E. Koerner, James K. Mitchell, and Roy E. Olson.

References

AECOM. 2009. Root cause analysis of TVA Kingston dredge pond failure on December 22, 2008. Knoxville, TN: Tennessee Valley Authority.
Andrews, D. W. 1987. “The engineering aspects of the Presumpscot formation.” In Proc., 1987 Symp. on the Presumpscot Formation. Orono, ME: Univ. of Maine.
Anthanasopoulous, G., V. Valachakis, D. Zekkos, and G. Spiliotopoulous. 2013. “The December 29th, 2010 Xerolakka municipal solid waste landfill failure.” In Proc., 18th Int. Conf. on Soil Mechanics and Geotechnical Engineering, 309–312. London: International Society of Soil Mechanics and Geotechnical Engineering.
Augello, A. J., N. Matasovic, J. D. Bray, E. Kavazanjian, and R. B. Seed. 1995. “Evaluation of solid waste landfill performance during the Northridge earthquake.” In Earthquake Design and Performance of Solid Waste Landfills, Geotechnical Special Publication 54, edited by M. K. Yegian and W. D. L. Finn, 17–50. Reston, VA: ASCE.
Bareither, C. A., C. H. Benson, and T. B. Edil. 2012. “Effect of waste composition and decomposition on the shear strength of municipal solid waste.” J. Geotech. Geoenviron. Eng. 138 (10): 1161–1174. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000702.
Bareither, C. A., C. H. Benson, E. M. Rolf, and J. Scalia IV. 2020. “Hydraulic and mechanical behavior of municipal solid waste and high-moisture waste mixtures.” Waste Manage. (Oxford) 105 (Mar): 540–549. https://doi.org/10.1016/j.wasman.2020.02.030.
Beaven, R. P., W. Powrie, and K. Zardava. 2008. “Hydraulic properties of MSW.” Chap. 1 in Geotechnical Characterization, Field Measurement, and Laboratory Testing of Municipal Solid Waste, Geotechnical Special Publication 209, edited by D. Zekkos, 1–43. Reston, VA: ASCE.
Blight, G. E. 2008. “Slope failures in municipal solid waste dumps and landfills: A review.” Waste Manage. Res. 26 (5): 448–463. https://doi.org/10.1177/0734242X07087975.
Bonaparte, R. 1995. “Long-term performance of landfills.” In Geoenvironment 2000: Characterization, Containment, Remediation, and Performance in Environmental Geotechnics, Geotechnical Special Publication 46, edited by Y. Alcar and D. E. Daniel, 515–553. Reston, VA: ASCE.
Bonaparte, R., B. A. Gross, R. M. Koerner, D. E. Daniel, and S. Dwyer. 2004. Technical guidance for RCRA/CERCLA final cover systems. Washington, DC: USEPA.
Bonaparte, R., R. M. Koerner, and D. E. Daniel. 2002. Assessment and recommendations for improving the performance of waste containment systems. Washington, DC: USEPA.
Bray, J. D., D. Zekkos, and S. M. Merry. 2008. “Shear strength of municipal solid waste.” In Geotechnical Characterization, Field Measurement, and Laboratory Testing of Municipal Solid Waste, Geotechnical Special Publication 209, edited by D. Zekkos, 44–75. Reston, VA: ASCE.
Byrne, R. J. 1994. “Design issues with displacement-softening interfaces in landfill liners.” In Proc., Waste Tech. ’94. Washington, DC: National Solid Waste Management Association.
Byrne, R. J., J. Kendall, and S. Brown. 1992. “Cause and mechanism of failure Kettleman Hills landfill B-19, Phase IA.” In Vol. 2 of Stability and Performance of Slopes and Embankments—II, Geotechnical Special Publication 31, edited by R. B. Seed and R. W. Boulanger, 1188–1215. Reston, VA: ASCE.
Caicedo, B., E. Giraldo, L. Yamin, and N. Soler. 2002. “The landslide of Dona Juana landfill in Bogota: A case study.” In Proc., Environmental Geotechnics: 4th Int. Congress on Environmental Geotechnics (4th ICEG), edited by L. G. de Mello and M. S. S. Almeida. Boca Raton, FL: CRC Press.
Chugh, A. K., T. D. Stark, and K. A. DeJong. 2007. “Reanalysis of a municipal landfill failure near Cincinnati, Ohio, USA.” Can. Geotech. J. 44 (1): 33–53. https://doi.org/10.1139/t06-089.
De Oliveira, F. J. P., T. S. M. M. Kamiji, and A. E. S. Abreu. 2015. “Slope stability back-calculation for the landslide in São João sanitary landfill, in Brazil.” In Proc., Sardinia 2015, 15th Int. Waste Management and Landfill Symp., 9. Padova, Italy: CISA Publisher.
Eid, H. T., T. D. Stark, W. D. Evans, and P. E. Sherry. 2000. “Municipal solid waste slope failure. I: Waste and foundation soil properties.” J. Geotech. Geoenviron. Eng. 126 (5): 397–407. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:5(397).
EPA. 1982. “Hazardous waste management system: Standards applicable to owners and operators of hazardous waste treatment, storage, and disposal facilities; and EPA administered permit programs.” Fed. Regist. 47 (143): 32274.
EPA. 1991. “Solid waste facility disposal criteria.” Fed. Regist. 56 (196): 50978.
EPA. 2015. “Hazardous and solid waste management system: Disposal of coal combustion residuals from electric utilities.” Fed. Regist. 80 (74): 21302.
Fernandez, G., D. Hendron, and A. Castro. 2005. “Pore pressure induced slide in municipal solid waste Don Juana Landfill-Bogota, Columbia.” In Proc., 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering, 2253–2256. Osaka, Japan. London: International Society of Soil Mechanics and Geotechnical Engineering.
Filz, G. M., J. J. B. Esterhuizen, and J. M. Duncan. 2001. “Progressive failure of lined waste impoundments.” J. Geotech. Geoenviron. Eng. 127 (10): 841–848. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:10(841).
Fox, P. J., and T. D. Stark. 2015. “State-of-the-art report: GCL shear strength and its measurement—Ten-year update.” Geosynthetics Int. 22 (1): 3–47. https://doi.org/10.1680/gein.14.00030.
Geosyntec. 1991. Draft final report, Landfill B-19, Phase 1A investigation, Kettleman Hills Facility, Kettleman City, California. Atlanta: GeoSyntec Consultants.
Geosyntec. 1996a. Preliminary assessment of the potential causes of the 9 March 1996 North Slope landslide and evaluation of proposed intermediate cover reconstruction. Atlanta: GeoSyntec Consultants.
Geosyntec. 1996b. Investigation of the causes of the 9 March 1996 North Slope landslide. Atlanta: GeoSyntec Consultants.
Geosyntec. 2011. Assessment report, root cause of the 3 November 2010 waste slope failure and rehabilitation recommendations, Matlock Bend Landfill, Loudon County, Tennessee. Atlanta: GeoSyntec Consultants.
Gilbert, G. 2014. “What does an 8-acre garbage slide look like? Big Run Landfill slide cleanup.” Naturally Connected (blog). Accessed July 7, 2017. https://kydep.wordpress.com/2014/04/24/what-does-an-8-acre-garbage-slide-look-like-big-run-landfill-slide-cleanup/.
Gilbert, R. B., and R. J. Byrne. 1995. “Strain-softening behavior of waste containment system interfaces.” Geosynthetics Int. 3 (2): 181–203. https://doi.org/10.1680/gein.3.0059.
Gilbert, R. B., S. G. Wright, and E. Liedtke. 1998. “Uncertainty in back analysis of slopes: Kettleman Hills case history.” J. Geotech. Geoenviron. Eng. 124 (12): 1167–1176. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:12(1167).
Gross, B. A., R. Bonaparte, and J. P. Giroud. 2002. Waste containment systems: Problems and lessons learned. Washington, DC: USEPA.
Hendron, D. M., G. Fernandez, P. J. Prommer, J. P. Giroud, and L. F. Orozco. 1999. “Investigation of cause of the 27 September 1997 slope failure of the Dona Juana landfill.” In Proc., Sardinia ’99: 7th Int. Waste Management and Landfill Symp., 545–554. Padova, Italy: CISA Publisher.
Huvaj-Sarihan, N., and T. D. Stark. 2008. “Back-analyses of landfill slope failures.” In Proc., 6th Int. Conf. on Case Histories in Geotechnical Engineering, 7. Rolla, MO: Missouri Univ. of Science and Technology.
Jafari, N. H., T. D. Stark, and S. Merry. 2013. “The July 10, 2000 Pyatas landfill slope failure.” Int. J. Geoeng. Case Histories 2 (3): 208–228. https://doi.org/10.4417/IJGCH-02-03-03.
Kavazanjian, E. 2006. “Waste mechanics: Recent findings and unanswered questions.” In Advances in Unsaturated Soil, Seepage, and Environmental Geotechnics, Geotechnical Special Publication 148, edited by N. Lu, L. R. Hoyas, and L. Reddi, 34–54. Reston, VA: ASCE.
Kavazanjian, E., N. Matasovic, R. Bonaparte, and G. R. Schmertmann. 1995. “Evaluation of MSW properties for seismic analysis.” In Geoenvironment 2000: Containment, Remediation, and Performance in Environmental Geotechnics, Geotechnical Special Publication 46, edited by Y. Alcar and D. E. Daniel, 1126–1141. Reston, VA: ASCE.
Kenter, R. J., B. O. Schmucker, and K. R. Miller. 1997. “The day the earth didn’t stand still: The Rumpke landslide.” Waste Age 28 (3): 66–81.
Koerner, R. M., and T. Y. Soong. 2000. “Stability assessment of ten large landfill failures.” In Advances in Transportation and Geoenvironmental Systems Using Geosynthetics, Geotechnical Special Publication 103, edited by J. C. Zornberg and B. R. Christopher, 1–38. Reston, VA: ASCE.
Koerner, R. M., and W.-K. Wong. 2011. Analysis and critique of twenty large solid waste landfill failures. Folsom, PA: Geosynthetic Research Institute.
Lavigne, F., et al. 2014. “The 21 February 2005, catastrophic waste avalanche at Leuwigajah dumpsite, Bandung, Indonesia.” Geoenviron. Disasters 1 (10): 12. https://doi.org/10.1186/s40677-014-0010-5.
Lucia, P. C. 2012. “The practice of forensic engineering.” In Geotechnical Engineering State of the Art and Practice, Geotechnical Special Publication 226, edited by K. Rollins and D. Zekkos, 765–785. Reston, VA: ASCE.
Luettich, S. M., N. F. Yafrate, R. T. Reynolds, and S. McKenney. 2015. “Design of the crossroads landfill over Presumpscot formation.” In Proc., 2015 Symp. on the Presumpscot Formation. Orono, ME: Univ. of Maine.
Merry, S. M., W. U. Fritz, M. Budhu, and K. Jesionek. 2006. “Effect of gas on pore pressures in wet landfills.” J. Geotech. Geoenviron. Eng. 132 (5): 553–561. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:5(553).
Mitchell, J. K., R. B. Seed, and M. Chang. 1993. “The Kettleman Hills landfill failure: A retrospective view of the failure investigations and lessons learned.” In Proc., 3rd Int. Conf. on Case Histories in Geotechnical Engineering, 1379–1392. Rolla, MO: Missouri Univ. of Science and Technology.
Mitchell, J. K., R. B. Seed, and H. B. Seed. 1990a. “Kettleman Hills waste landfill slope failure. I: Liner-system properties.” J. Geotech. Eng. 116 (4): 647–668. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:4(647).
Mitchell, J. K., R. B. Seed, and H. B. Seed. 1990b. “Stability considerations in the design and construction of lined waste repositories.” In Proc., Geotechnics of Waste Landfills—Theory and Practice, edited by A. Landva and G. D. Knowles, 209–224. West Conshohocken, PA: ASTM.
Morgenstern, N. R. 2018. “Geotechnical risk, regulation, and public policy.” Soils Rocks 41 (2): 107–129. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:4(647).
Oweis, I. S., W. T. Mills, A. Leung, and J. Scarino. 1985. “Stability of sanitary landfills.” In Proc., Metropolitan Section ASCE Soils and Foundations Group Seminar on Geotechnical Aspects of Waste Management. Reston, VA: ASCE.
Peng, R., Y. Hou, L. Zhan, and Y. Yao. 2016. “Back-analyses of landfill instability induced by high water level: Case study of Shenzheu landfill.” Int. J. Environ. Res. Public Health 13 (1): 126. https://doi.org/10.3390/ijerph13010126.
Reddy, K. R., and M. B. Basha. 2014. “Slope stability of waste dumps and landfills: State-of-the-art and future challenges.” In Proc., Indian Geotechnical Conf. IGC-2014, 2312–2337. Berlin: Springer.
Reynolds, R. T. 1991. “Geotechnical field techniques used in monitoring slope stability at a landfill.” In Proc., 3rd Int. Symp. on Field Measurements in Geomechanics. Rotterdam, Netherlands: A.A. Balkema.
Reynolds, R. T. 2015. “25-years of loading an old Presumpscot formation landslide: A case history.” In Proc., 2015 Symp. on the Presumpscot Formation. Orono, ME: Univ. of Maine.
Richardson, G., and D. Reynolds. 1991. “Geosynthetic considerations in a landfill on compressible clays.” In Proc., Geosynthetics ’91, 508–516. Roseville, MN: Industrial Fabrics Association International.
Robertson, P. K., R. G. Campanella, D. Gillespie, and J. Greig. 1986. “Use of piezometer cone data.” In Use of In-Situ Tests in Geotechnical Engineering, Geotechnical Special Publication 6, edited by S. P. Clemence, 1263–1280. Reston, VA: ASCE.
Schmucker, B. O., and D. M. Hendron. 1997. “Forensic analysis of 9 March 1996 landslide at the Rumpke sanitary landfill, Hamilton County, Ohio.” In Proc., ASCE Central Ohio and Toledo Sections 1997 Fall Seminar Slope Stability in Waste Systems. Reston, VA: ASCE.
Seed, R. B., J. K. Mitchell, and H. B. Seed. 1988. Slope stability failure investigation: Landfill Unit B-19, Phase I-A, Chemical Waste Management, Inc. Facility, Kettleman Hills, California. Berkeley, CA: Dept. of Civil Engineering, Univ. of California.
Seed, R. B., J. K. Mitchell, and H. B. Seed. 1990. “Kettleman Hills waste landfill slope failure. II: Stability analyses.” J. Geotech. Eng. 116 (4): 669–690. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:4(669).
Silva, F., T. W. Lambe, and W. A. Marr. 2008. “Probability and risk of slope failure.” J. Geotech. Geoenviron. Eng. 134 (12): 1691–1699. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:12(1691).
Spencer, E. 1967. “A method of analysis for the stability of embankments assuming parallel inter-slice forces.” Géotechnique 17 (1): 11–26. https://doi.org/10.1680/geot.1967.17.1.11.
Stark, T. D. 2016. Amended slope stability report: March 12, 2013 Chrin Brothers, Inc. landfill slope failure. Easton, PA: Chrin Hauling.
Stark, T. D., D. Arellano, W. D. Evans, V. L. Wilson, and J. M. Gonda. 1994. “Unreinforced geosynthetic liner case history.” Geosynthetics Int. 5 (5): 521–544. https://doi.org/10.1680/gein.5.0135.
Stark, T. D., and H. Choi. 2004. “Peak versus residual interface strengths for landfill liner and cover design.” Geosynthetics Int. 11 (6): 491–498. https://doi.org/10.1680/gein.2004.11.6.491.
Stark, T. D., and H. T. Eid. 1994. “Drained residual strength of cohesive soils.” J. Geotech. Eng. 120 (5): 856–871. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:5(856).
Stark, T. D., H. T. Eid, W. D. Evans, and P. E. Sherry. 2000. “Municipal solid waste slope failure. II: Stability analyses.” J. Geotech. Geoenviron. Eng. 126 (5): 408–419. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:5(408).
Stark, T. D., and M. Hussain. 2013. “Empirical correlations: Drained shear strength for slope stability analyses.” J. Geotech. Geoenviron. Eng. 139 (6): 853–862. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000824.
Stark, T. D., N. Huvaj-Sarihan, and L. Guocheng. 2009. “Shear strength of municipal solid waste for stability analyses.” Environ. Geol. 57 (8): 1911–1923. https://doi.org/10.1007/s00254-008-1480-0.
Stark, T. D., and A. R. Poeppel. 1994. “Landfill liner interface strengths from torsional-ring shear tests.” J. Geotech. Eng. 120 (3): 597–615. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:3(597).
Stoltz, G., J. P. Gourc, and L. Oxarango. 2010. “Liquid and gas permeabilities of municipal solid waste under compression.” J. Contam. Hydrol. 118 (1–2): 27–42. https://doi.org/10.1016/j.jconhyd.2010.07.008.
Thiel, R. S. 2001. “Peak vs. residual shear strength for bottom liner systems.” In Proc., GRI-15 Conf., 40–70. Folsom, PA: Geosynthetics Institute.
Virginia Waste Management Board. 2015. Enforcement action-order by consent issued to the CFS group disposal & recycling services, LLC for the Tri City regional landfill. Richmond, VA: Virginia Waste Management Board.
Xu, Q., D. Peng, W. Li, X. Dong, W. Hu, M. Tang, and F. Liu. 2017. “The catastrophic landfill flowslide at Hongao dumpsite on 20 December 2015 in Shenzheu, China.” Nat. Hazards Earth Syst. Sci. 17 (2): 277–290. https://doi.org/10.5194/nhess-17-277-2017.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146Issue 11November 2020

History

Received: Sep 21, 2019
Accepted: Feb 11, 2020
Published online: Sep 9, 2020
Published in print: Nov 1, 2020
Discussion open until: Feb 9, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Chairman and Senior Principal, Geosyntec Consultants Inc., 2002 Summit Blvd., Suite 885, Brookhaven, GA 30319; Professor of the Practice, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332 (corresponding author). ORCID: https://orcid.org/0000-0003-2938-2017. Email: [email protected]
Robert C. Bachus, M.ASCE
Senior Principal, Geosyntec Consultants Inc., 1255 Roberts Blvd. NW, Suite 200, Kennesaw, GA 30144.
Beth A. Gross, F.ASCE
Senior Principal, Geosyntec Consultants Inc., 2039 Center Pointe Blvd., Suite 103, Tallahassee, FL 32308.

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