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dc.contributor.authorEdward
dc.contributor.authorKavazanjian
dc.contributor.authorJr.
dc.contributor.authorNeven
dc.contributor.authorMatasovic
dc.contributor.authorRobert C.
dc.contributor.authorBachus
dc.date.accessioned2017-05-08T21:48:04Z
dc.date.available2017-05-08T21:48:04Z
dc.date.copyrightNovember 2013
dc.date.issued2013
dc.identifier.other%28asce%29gt%2E1943-5606%2E0000940.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/62744
dc.description.abstractThe predesign geotechnical investigation for closure of the Operating Industries, Inc. (OII) Superfund site landfill significantly advanced the state of the art for solid waste landfill engineering. Contributions to solid waste landfill engineering from the OII predesign geotechnical investigation include a solid waste classification system, a method for in situ measurement of waste unit weight, an enhanced understanding of the mechanical properties of solid waste, including unit weight, compressibility, shear strength, shear wave velocity, and equivalent linear shear modulus and equivalent viscous damping, and a methodology for seismic stability and deformation analysis of the waste mass. Many of the procedures and waste property relationships developed for the OII predesign geotechnical investigation remain the state of practice today for solid waste landfill engineering.
dc.publisherAmerican Society of Civil Engineers
dc.title11th Peck Lecture: Predesign Geotechnical Investigation for the OII Superfund Site Landfill
dc.typeJournal Paper
dc.journal.volume139
dc.journal.issue11
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/(ASCE)GT.1943-5606.0000923
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 011
dc.contenttypeFulltext


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