Municipal Solid Waste Slope Failure. II: Stability Analyses

Author:

Stark Timothy D.1234,Eid Hisham T.1234,Evans W. Douglas1234,Sherry Paul E.1234

Affiliation:

1. Prof. of Civ. Engrg., Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

2. Asst. Prof. of Civ. Engrg., Zagazig Univ.—Shobra Branch, Cairo, Egypt.

3. Envir. Engr., Central Ofc., Div. of Solid and Infectious Waste Mgmt., Ohio Envir. Protection Agency, Columbus, OH.

4. Civ. Engr., Schaeffer, Amos, & Hughes, LLC, 1253-G Lyons Rd., Dayton, OH 45458; formerly, Envir. Engr., Southwest Dist., Div. of Solid and Infectious Waste Mgmt., Ohio Envir. Protection Agency, Dayton, OH.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference31 articles.

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.

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