Municipal solid waste slope failure. I: Waste and foundation soil propertiesa

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 127, Issue 9, 2001, Pages 812-815

  Kavazanjian, Edward ^a   Beech, J F ^a   Matasovic, Neven ^a  

^a GEOSYNTEC CONSULTANTS   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001576998     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2001)127:9(812)     Document Type: Article

References (6)

1. Earth Science Consultants, Inc. (1997). “Slope stability and linear evaluation—Springfield Township, Mahoning County, Ohio.’ Rep. Prepared for Mahoning Landfill, Inc., New Springfield, Ohio.
2. Schmucker, B. O., and Hendron, D. M. (1998). “Forensic analysis of 9 March 1996 north slope landslide at the Rumpke Sanitary Landfill, Hamilton County, Ohio.’ Proc., 12th GRI Conf. on Field Performance of Geosynthetics and Geosynthetic Related Sys., Drexel University, Philadelphia, Pa., 269–295.
3. Stark, T. D. (1999). “Stability of waste containment facilities.’ Proc., Waste Tech’ 99, National Solid Wastes Management Association, New Orleans, 1–24.
4. 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.
5. Stark, T. D., Arellano, D., Evans, W. D., Wilson, V., and Gonda, J. (1998).“Unreinforced geosynthetic clay liner case history.’ Geosynthetics Int. J., 5(5), 521–544.
6. Wilson, V., Evans, W. D., and Stark, T. D. (2000). “An interim slope failure involving leachate recirculation.’ Proc., Waste Tech00, National Solid Wastes Management Association, Orlando, Fla., 9-1–9-19.