Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/20674
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dc.contributorUnited States. Defense Atomic Support Agency-
dc.contributor.authorJackson, J. G. (John Guy)-
dc.date.accessioned2017-01-17T21:33:40Z-
dc.date.available2017-01-17T21:33:40Z-
dc.date.issued1968-09-
dc.identifier.urihttp://hdl.handle.net/11681/20674-
dc.descriptionMiscellaneous Paper-
dc.descriptionAbstract: The soil stress-strain relations of most interest for blast-oriented problem analyses are those obtained from tests in which controlled impulsive stresses are applied to soil specimens confined so as to deform in an undrained state of uniaxial strain. Unique uniaxial strain test equipment and procedures currently in use at the U.S. Army Engineer Waterways Experiment Station for conducting both fundamental research studies and investigations of field sites are briefly described herein. Special procedures for producing laboratory-prepared and undisturbed test specimens of high quality are also described along with test results obtained from a wide variety of soil types. NOTE: This file is large. Allow your browser several minutes to download the file.-
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/1049406-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectBlast loads-
dc.subjectSoil strain-
dc.subjectSoil stresses-
dc.subjectSoil tests-
dc.subjectSoil mechanics-
dc.subjectUniaxial strain tests-
dc.subjectEquipment-
dc.subjectProcedures-
dc.titleUniaxial strain testing of soils for blast-oriented problems-
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

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