Municipal Solid Waste Slope Failure. II: Stability Analyses
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 5
Abstract
Analyses are presented to investigate the case of a large slope failure in a municipal solid waste (MSW) landfill that developed through the underlying native soil. The engineering properties of the waste and native soil are described in a companion paper by Eid et al. (2000). Some of the conclusions from this case history include (1) native colluvial/residual soils in the Cincinnati area underlying MSW can mobilize a drained shear strength less than the fully softened value without recent evidence of previous sliding; (2) strain incompatibility and progressive failure can occur between MSW and underlying materials and cause a reduction in the mobilized shear strength; (3) a stability evaluation of interim slopes, especially when the slope toe will be excavated, blasting will be occurring, and waste placement continues at the top of slope, should be conducted, even though it may not be required by regulations; and (4) the reappearance of cracking at the top of an MSW landfill slope is probably an indication of slope instability and not settlement.
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References
1.
Brandl, H. (1998). “Risk analyses, quality assurance, and regulations in landfill engineering and environmental protection.” Proc., Envir. Geotechnics, P. Seco e Pinto, ed., Balkema, Rotterdam, The Netherlands, 1299–1328.
2.
Chirapuntu, S., and Duncan, J. M. (1976). “The role of fill strength in the stability of embankments on soft clay foundations.” Tech. Rep. S-76-6, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
3.
Civil and Environmental Consultants. (1996a). “Design report for reconstruction of northwest slope, Rumpke Sanitary Landfill, Cincinnati, Ohio.” Consulting Rep. Prepared for Rumpke Waste, Inc., Proj. No. 96221, March 24.
4.
Civil and Environmental Consultants. (1996b). “Overbuild analysis: Rumpke Sanitary Landfill, Inc., Hamilton County, Ohio.” Consulting Rep. Prepared for Rumpke Waste, Inc., Proj. No. 96221, June 20.
5.
Coduto, D. P., and Huitric, R. ( 1990). “Monitoring landfill movements using precise instruments.” Geotechnics of waste fills—theory and practice, STP 1070, A. O. Landva and C. D. Knowles, eds., ASTM, West Conshohocken, Pa., 358–369.
6.
Cruden, D. M., and Varnes, D. J. (1996). “Landslide types and processes.” Spec. Rep. 247: Landslides: Investigation and mitigation, A. K. Turner and R. L. Schuster, eds., Transp. Res. Board, National Research Council, Washington, D.C., 36–75.
7.
Dowding, C. H. (1996). Construction vibrations. Prentice-Hall, Upper Saddle River, N.Y.
8.
Duffy, D. (1997). “Slope instability: Its causes and its remedies.” Erosion Control Mag., May/June, 44–49.
9.
Dunlop, P., and Duncan, J. M. (1970). “Development of failure around excavated slopes.”J. Soil Mech. and Found. Engrg. Div., ASCE, 96(2), 471–494.
10.
Eid, H. T., Stark, T. D., Evans, W. D., and Sherry, P. E. (2000). “Solid waste slope failure. I: Waste and foundation properties.”J. Geotech. and Geoenvir. Engrg., 126(5), 397–407.
11.
Fassett, J. B., Leonards, G. A., and Repetto, P. C. (1994). “Geotechnical properties of municipal solid waste and their use in landfill design.” Proc., WasteTech'94, National Solid Waste Management Association, Washington, D.C.
12.
Hungr, O. ( 1988). User's manual: CLARA 2.31, Slope stability analysis in two or three dimensions for IBM compatible microcomputers. Oldrich Hungr Geotechnical Research, Inc., Vancouver, British Columbia, Canada.
13.
Janbu, N. (1968). “Slope stability computations.” Soil Mech. and Found. Engrg. Rep., Technical University of Norway, Trondheim.
14.
Kenter, R. J., Schmucker, B. O., and Miller, K. R. (1996). “Initial and long-term response plans for 30-acre municipal waste landfill landslide.” Proc., 19th Int. Madison Waste Conf.: Municipal and Industrial Waste, Dept. of Engrg. Profl. Devel., University of Wisconsin at Madison, 180–195.
15.
Kenter, R. J., Schmucker, B. O., and Miller, K. R. (1997a). “Initial and long-term response plans for 30-acre municipal waste landfill landslide.” Proc., WasteTech'97 Conf., National Solid Wastes Management Association, Washington, D.C., 263–282.
16.
Kenter, R. J., Schmucker, B. O., and Miller, K. R. (1997b). “The day the Earth didn't stand still: The Rumpke Landslide.” Waste Age Mag., March, 66–81.
17.
King, J. ( 1998). Deposition in Air Products and Chemicals, Inc. vs. Rumpke Sanitary Landfill, Inc., 26 June 1998.
18.
Mitchell, J. K., Bray, J. D., and Mitchell, R. A. (1995). “Material interactions in solid waste landfills.” Proc., Geoenvironmental 200, ASCE Geotech. Spec. Publ. No. 46, ASCE, New York, Vol. 1, 568–590.
19.
Newmark, N. (1965). “Effects of earthquakes on dams and embankments.” Géotechnique, London, 15(2) 139–160.
20.
Rumpke Engineering and Environmental Affairs Department. (1992). “Permit application narrative, Part I: Site summery and permit criteria.” Rep. Prepared for Rumpke Sanitary Landfill, Inc., Hamilton County, Ohio, December, Vols. 1 and 2.
21.
Siegel, R. A., Robertson, R. J., and Anderson, D. G. ( 1990). “Slope stability investigations at a landfill in Southern California.” Geotechnics of waste fills—Theory and practice, A. O. Landva and C. D. Knowles, eds., ASTM, West Conshohocken, Pa., 259–284.
22.
Spencer, E. (1967). “A method of analysis of the stability of embankments assuming parallel inter-slice forces.” Géotechnique, London, 17(1), 11–26.
23.
Stark, T. D., and Duncan, J. M. (1991). “Mechanisms of strength loss in stiff clays.”J. Geotech. Engrg., ASCE, 117(1), 139–154.
24.
Stark, T. D., and Eid, H. T. (1994). “Drained residual strength of cohesive soils.”J. Geotech. Engrg., ASCE, 120(5), 856–871.
25.
Stark, T. D., and Eid, H. T. (1998). “Performance of three-dimensional slope stability methods in practice.”J. Geotech. and Geoenvir. Engrg., ASCE, 124(11), 1049–1060.
26.
Stark, T. D., and Poeppel, A. R. (1994). “Landfill liner interface strengths from torsional-ring-shear tests.”J. Geotech. Engrg., ASCE, 120(3), 597–615.
27.
Strachan, W. M. ( 1998). Deposition in Air Products and Chemicals, Inc. vs. Rumpke Sanitary Landfill, Inc., 25 and 26 June 1998.
28.
Terzaghi, K., Peck, R. B., and Mesri, G. (1996). Soil mechanics in engineering practice, 3rd Ed., Wiley, New York.
29.
U.S. Geological Survey (USGS). ( 1955). “Green Hills, Ohio Quadrangle Sheet.” Denver, Colo.
30.
Wells, C. ( 1998). Deposition in Air Products and Chemicals, Inc. vs. Rumpke Sanitary Landfill, Inc., 26 June 1996.
31.
Widjaja, H., Duncan, J. M., and Seed, H. B. (1984). “Scale and time effect in hydraulic fracturing.” Tech. Rep. GL-84-10, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., July.
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Received: Jan 4, 1999
Published online: May 1, 2000
Published in print: May 2000
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