Abstract

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 Talley brick. A total of 24 mechanical property tests were successfully completed, i.e., three hydrostatic compression tests, three unconfined compression (UC) tests, 12 triaxial compression (TXC) tests, two uniaxial strain (UX) tests, two uniaxial-strain-load/constant-volumetric-strain in-load (UX/CV) tests, and two direct-pull (DP) tests. In addition to the mechanical property tests, nondestructive, pulse-velocity measurements were obtained from each specimen. The TXC tests exhibited a continuous increase in maximum principal stress difference with increasing confining stress. A compression failure surface was developed from the TXC test results at six levels of confining pressure and from the results of the UC tests. The results of the DP tests were used to determine the unconfined tensile strength of Talley brick. The Talley brick specimens displayed tensile strengths of less than 10% of the unconfined compressive strength. The UX/CV stress-path data intersect and then follow the failure surface developed from the TXC tests, as expected.

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.