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dc.contributorDames & Moore.-
dc.contributorUnited States. Department of Transportation.-
dc.contributorUnited States. Army. Corps of Engineers. New England Division.-
dc.contributor.authorNataraja, Mysore.-
dc.descriptionMiscellaneous Paper-
dc.descriptionAbstract: This report presents the test procedure and results of in situ stress tests performed along the proposed route of the Park River Tunnel, Hartford, Connecticut. The borehole deformation gage overcoring technique was successfully used to depths of 150 ft below ground surface. Modifications to the test procedure and equipment are discussed. The results of these tests are compared with the stresses determined at several other sites in the northeastern United States.-
dc.publisherSoils and Pavements Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectBorehole deformation gages-
dc.subjectElastic analysis-
dc.subjectSoil mechanics-
dc.subjectPlane stress-
dc.subjectPrincipal stress-
dc.subjectResidual stress measurement-
dc.subjectStress analysis-
dc.subjectPark River Project-
dc.titleIn situ stress measurements, Park River Project, Hartford, Connecticut-
Appears in Collections:Miscellaneous Paper

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