Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/20793
Full metadata record
DC Field | Value | Language |
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dc.contributor | Dames & Moore. | - |
dc.contributor | United States. Department of Transportation. | - |
dc.contributor | United States. Army. Corps of Engineers. New England Division. | - |
dc.contributor.author | Nataraja, Mysore. | - |
dc.date.accessioned | 2017-01-17T21:34:39Z | - |
dc.date.available | 2017-01-17T21:34:39Z | - |
dc.date.issued | 1977-11 | - |
dc.identifier.uri | http://hdl.handle.net/11681/20793 | - |
dc.description | Miscellaneous Paper | - |
dc.description | Abstract: 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.publisher | Soils and Pavements Laboratory (U.S.) | - |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1045647 | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource | - |
dc.subject | Borehole deformation gages | - |
dc.subject | Elastic analysis | - |
dc.subject | Soil mechanics | - |
dc.subject | Isotropy | - |
dc.subject | Plane stress | - |
dc.subject | Principal stress | - |
dc.subject | Residual stress measurement | - |
dc.subject | Stress analysis | - |
dc.subject | Park River Project | - |
dc.subject | Hartford | - |
dc.subject | Connecticut | - |
dc.title | In situ stress measurements, Park River Project, Hartford, Connecticut | - |
dc.type | Report | en_US |
Appears in Collections: | Miscellaneous Paper |
Files in This Item:
File | Description | Size | Format | |
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MP-S-77-22.pdf | 6.29 MB | Adobe PDF | ![]() View/Open |