Record Display for the EPA National Library Catalog

RECORD NUMBER: 5 OF 14

OLS Field Name OLS Field Data
Main Title Prediction/mitigation of subsidence damage to hazardous waste landfill covers /
Author Gilbert, Paul A. ; Murphy, W. L.
Other Authors
Author Title of a Work
Murphy, William L.
CORP Author Army Engineer Waterways Experiment Station, Vicksburg, MS. Geotechnical Lab.;Environmental Protection Agency, Cincinnati, OH. Hazardous Waste Engineering Research Lab.
Publisher Hazardous Waste Engineering Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency,
Year Published 1987
Report Number EPA/600/2-87/025
Stock Number PB87-175386
OCLC Number 17868878
Subjects Hazardous waste sites.
Additional Subjects Earth fills ; Coverings ; Closures ; Damage ; Graphs(Charts) ; Hazardous wastes ; Land disposal
Internet Access
Description Access URL
http://nepis.epa.gov/Exe/ZyPDF.cgi?Dockey=9101W3J7.PDF
Holdings
Library Call Number Additional Info Location Last
Modified
Checkout
Status
EJBD ARCHIVE EPA 600-2-87-025 Headquarters Library/Washington,DC 05/27/2014
ERAD  EPA 600/2-87-025 Region 9 Library/San Francisco,CA 11/14/2012
ESAD  EPA 600-2-87-025 Region 10 Library/Seattle,WA 06/03/2005
NTIS  PB87-175386 Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. NTIS 01/01/1988
Collation 81 pages ; 28 cm
Abstract
Characteristics of Resource Conservation and Recovery Act hazardous waste landfills and of landfilled hazardous wastes have been described to permit development of models and other analytical techniques for predicting, reducing, and preventing landfill settlement and related cover damage by subsidence. Settlement of landfills with containerized wastes is more difficult to predict because the containerized wastes may remain relatively undeformed until the containers degrade and collapse. bulk waste (monofill) landfills can be analyzed by consolidation theory. The potential for differential settlement can be analyzed by treating the final cover as a beam and determining the tensile stresses. Differential settlement can also be analyzed by determining the deformation of two or more central columns. Damage to the final cover by differential settlement can be minimized by compacting wastes during placement, by eliminating void space within the landfill, by stabilizing liquids before placement, by not disposing of waste in containers, and by adjusting cover component specifications to minimize the effects of tensile strain.
Notes
"March 1987."