Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/20757
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dc.contributorU.S. Army Engineer Nuclear Cratering Group-
dc.contributor.authorBanks, D. C. (Don Charles)-
dc.contributor.authorPalmerton, John B.-
dc.date.accessioned2017-01-17T21:34:20Z-
dc.date.available2017-01-17T21:34:20Z-
dc.date.issued1968-05-
dc.identifier.urihttp://hdl.handle.net/11681/20757-
dc.descriptionMiscellaneous Paper-
dc.descriptionAbstract: A finite element computer program for determining the stress distribution in an elastic material was applied to (A.) the Boussinesq line force problem, and (B.) a typical nuclear crater. These analyses were performed to explore the potential usefulness of the finite element method for studying the stability of slopes excavated by nuclear explosions. Included also is a brief description of the theory of the finite element.method. The limitations of the codes now available to the Waterways Experiment Station are discussed, and suggestions are made for improving them to meet specific requirements for analyzing crater slope stability.-
dc.publisherU.S. Army Engineer Waterways Experiment Station.-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1049507-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectCrater slopes-
dc.subjectFinite element method-
dc.subjectNumerical models-
dc.subjectMathematical models-
dc.subjectSlope stability-
dc.subjectSoil mechanics-
dc.subjectBlast effects-
dc.titleApplication of finite element method in determining stability of crater slopes : preliminary report-
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

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