Effect of Specimen Size and Boundaries on the Results of Direct Simple Shear Tests
Author:
Affiliation:
1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Western Univ., London, ON, Canada.
2. Associate Professor, Dept. of Civil and Environmental Engineering, Western Univ., London, ON, Canada.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485309.036
Reference12 articles.
1. Specimens size effect D/H on cyclic behaviour and liquefaction potential of clean sand
2. Experimental validation study of 3D direct simple shear DEM simulations
3. Analysis of the stress distribution in a laminar direct simple shear device and implications for test data interpretation;Bernhardt-Barry M. L.;Granular Matter,2021
4. Dabeet A. Wijewickreme D. and Byrne P. (2010). Evaluation of the stress-strain uniformities in the direct simple shear device using 3D discrete element modeling. 63rd Canadian Geotechnical Conference & 6th Canadian Permafrost Conference 193–199.
5. Dabeet A. Wijewickreme D. and Byrne P. (2014). Application of discrete element modeling for simulation of cyclic direct simple shear response of granular materials. NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering. https://doi.org/10.4231/D3H12V80T.
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