Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/11084
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dc.contributorUnited States. Department of Energy-
dc.contributor.authorStowe, Richard L.-
dc.date.accessioned2016-06-20T14:13:53Z-
dc.date.available2016-06-20T14:13:53Z-
dc.date.issued1985-09-
dc.identifier.urihttp://hdl.handle.net/11681/11084-
dc.descriptionMiscellaneous Paper-
dc.descriptionAbstract: A creep reaction frame, a test specimen deformation jacket, a data acquisition system, and a triaxial chamber were readied and verified for their suitability for conducting triaxial creep tests of hard rock. All the equipment was found to be adequate for doing triaxial creep tests. A limited number of creep tests were conducted on anhydrite rock core from the Waste Isolation Pilot Plant (WIPP) site. Three of the four creep stages were observed during the testing. A logarithmic function was found to best fit the transient and steady-state creep stages.-
dc.publisherStructures Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1036083-
dc.relation.ispartofseriesMiscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; SL-85-13.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectRock creep-
dc.subjectAnhydrite-
dc.subjectWaste Isolation Pilot Plant-
dc.subjectWIPP-
dc.subjectRepository sealing-
dc.subjectWaste Isolation Pilot Plant-
dc.subjectNew Mexico-
dc.titleCreep test of WIPP site anhydrite core-
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

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