Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/5816
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dc.contributorNew York University. Dept. of Aeronautics and Astronautics.-
dc.contributor.authorKerr, Arnold D.-
dc.date.accessioned2016-03-21T21:08:41Z-
dc.date.available2016-03-21T21:08:41Z-
dc.date.issued1966-03-
dc.identifier.urihttp://hdl.handle.net/11681/5816-
dc.descriptionResearch Report-
dc.descriptionAbstract: The characteristics of a new foundation model, consisting of 2 spring layers interconnected by a shear layer, are studied. The study is conducted on the classical problem of a foundation subjected to a rigid stamp. In order to reduce the number of foundation constants to an absolutely necessary minimum, special attention is given to a possible dependence of the constants of the upper and lower spring layers, particularly to the spring constant ratio 3 which is suggested by Reisaner's foundation model. A comparison of the obtained pressure distributions with relevant experimental data seems to support the adoption of this value, thus reducing the number of foundation constants to 2. Advantages of the presented model over other foundation models are pointed out.-
dc.publisherCold Regions Research and Engineering Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1013127-
dc.relation.ispartofseriesResearch report (Cold Regions Research and Engineering Laboratory (U.S.)) ; 186.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectFoundations-
dc.subjectFoundation construction-
dc.subjectFoundation models-
dc.subjectMathematical models-
dc.subjectSprings-
dc.titleA study of a new foundation model-
dc.typeDOCUMENT-
Appears in Collections:CRREL Research Report

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