Abstract
Normalized undrained shear strengths from direct simple shear (dss) tests conducted on 50 different clays are compared with strengths determined from triaxial shear tests. The dss strength is typically observed to be an intermediate strength between triaxial compression and extension. Normally consolidated and overconsolidated data are included in the study. Numerous important factors were not considered including: strain rate, sensitivity, different laboratories, sampling disturbance, and others. Nevertheless, approximate trends are observed between dss strengths and data from companion triaxial compression and triaxial extension tests. (Author/TRRL)
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
More From: International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts
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.