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https://hdl.handle.net/11681/20757
Full metadata record
DC Field | Value | Language |
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dc.contributor | U.S. Army Engineer Nuclear Cratering Group | - |
dc.contributor.author | Banks, D. C. (Don Charles) | - |
dc.contributor.author | Palmerton, John B. | - |
dc.date.accessioned | 2017-01-17T21:34:20Z | - |
dc.date.available | 2017-01-17T21:34:20Z | - |
dc.date.issued | 1968-05 | - |
dc.identifier.uri | http://hdl.handle.net/11681/20757 | - |
dc.description | Miscellaneous Paper | - |
dc.description | Abstract: 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.publisher | U.S. Army Engineer Waterways Experiment Station. | - |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1049507 | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource | - |
dc.subject | Crater slopes | - |
dc.subject | Finite element method | - |
dc.subject | Numerical models | - |
dc.subject | Mathematical models | - |
dc.subject | Slope stability | - |
dc.subject | Soil mechanics | - |
dc.subject | Blast effects | - |
dc.title | Application of finite element method in determining stability of crater slopes : preliminary report | - |
dc.type | Report | en_US |
Appears in Collections: | Miscellaneous Paper |
Files in This Item:
File | Description | Size | Format | |
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MP-S-68-3.pdf | 6.15 MB | Adobe PDF | View/Open |