Study on macro and micro shear strength of continuously graded and gap-graded sand
Author:
Funder
National Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
Publisher
Elsevier BV
Subject
General Chemical Engineering,General Materials Science
Reference58 articles.
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3. Assessment of rolling resistance models in discrete element simulations;Ai;Powder Technology,2011
4. Influence of particle size and gradation on the stress-dilatancy behavior of granular materials during drained triaxial compression;Amirpour Harehdasht;International Journal of Geomechanics,2017
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