Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/20793| Title: | In situ stress measurements, Park River Project, Hartford, Connecticut |
| Authors: | Dames & Moore. United States. Department of Transportation. United States. Army. Corps of Engineers. New England Division. Nataraja, Mysore. |
| Keywords: | Borehole deformation gages Elastic analysis Soil mechanics Isotropy Plane stress Principal stress Residual stress measurement Stress analysis Park River Project Hartford Connecticut |
| Publisher: | Soils and Pavements Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
| Description: | Miscellaneous Paper 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. |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/20793 |
| Appears in Collections: | Miscellaneous Paper |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| MP-S-77-22.pdf | 6.29 MB | Adobe PDF |  View/Open |