Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/20900
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dc.contributorUnited States. Defense Nuclear Agency-
dc.contributor.authorEhrgott, John Q., Jr. (John Qua), 1970--
dc.date.accessioned2017-01-17T21:35:29Z-
dc.date.available2017-01-17T21:35:29Z-
dc.date.issued1973-06-
dc.identifier.urihttp://hdl.handle.net/11681/20900-
dc.descriptionMiscellaneous Paper-
dc.descriptionAbstract: This report documents the results of a limited number of static and dynamic tests on one tuff from the location of the Diamond Mine Event tunnel at the Nevada Test Site. The tests comprised the first experimental study conducted in the then newly developed dynamic high-pressure triaxial test device. The purpose of the study was to determine loading rate effects on the uniaxial strain, hydrostatic compression, and triaxial shear response of that tuff when loaded statically (approximately 2 minutes to peak stress) and dynamically (approximately 20 msec to peak stress). The results indicated that rate effects were of secondary importance when compared with the effects of variation of water content of specimens. Primary consideration should be given to testing the tuff at its in situ water content.-
dc.publisherSoils and Pavements Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1046327-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectDynamic tests-
dc.subjectRock properties-
dc.subjectRock mechanics-
dc.subjectStatic tests-
dc.subjectTuff-
dc.subjectVolcanic ash-
dc.subjectWater content-
dc.titleConstitutive property tests on tuff to determine rate effects-
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

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