Effect of Particle Morphology on the Monotonic Response of Gravel-Sized Soils through Large-Scale Simple Shear Testing
Author:
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784413272.066
Reference19 articles.
1. ASTM C29 (2010). Standard Test Method for Bulk Density (Unit Weight) and Voids in Aggregate.
2. Direct Simple-Shear Tests on a Norwegian Quick Clay
3. Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands
4. 3-D Shape Descriptors for Geomaterial Aggregates Using Multiple Projective Representations
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