Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/10388
Title: | Laboratory characterization of SAM-35 concrete |
Authors: | Williams, Erin M. Akers, Stephen A. Reed, Paul A. |
Keywords: | Concrete Compression tests Extension tests Material characterization Material properties |
Publisher: | Geotechnical and Structures Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | ERDC/GSL TR ; 06-15. |
Description: | Technical report Abstract: Personnel of the Geotechnical and Structures Laboratory, U.S. Army Engineer Research and Development Center, conducted a laboratory investigation to characterize the strength and constitutive property behavior of a SAM-35 concrete. Forty-four mechanical property tests consisting of two hydrostatic compression tests, four unconfined compression (UC) tests, 18 triaxial compression (TXC) tests, two uniaxial strain tests, four uniaxial strain load/biaxial unload (UX/BX) tests, three uniaxial strain load/constant volume tests, two uniaxial strain load/constant strain ratio tests, five direct pull (DP) tests, and four reduced triaxial extension (RTE) tests were successfully completed. In addition to the mechanical property tests, nondestructive pulse-velocity measurements were performed on each specimen. The TXC tests exhibited a continuous increase in principal stress difference with increasing confining stress. A recommended compression failure surface was developed from the TXC and UC test results. Test data from the RTE and DP tests were used to develop a recommended extension failure surface for SAM-35. Results from the stress paths of the strain path tests and the recommended compression failure surface exhibited good agreement except for the UX/BX tests. |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/10388 |
Appears in Collections: | Technical Report |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
ERDC-GSL-TR-06-15.pdf | 3.03 MB | Adobe PDF | ![]() View/Open |