Discrete element modelling of the effect of aspect ratio on compaction and shear behaviour of aggregates

Author:

Lu Rui,Luo Qiang,Wang Tengfei,Connolly David P.,Liu Kaiwen,Zhao Chunfa

Funder

Royal Society

National Natural Science Foundation of China

Ministry of Education of the People's Republic of China

Overseas Expertise Introduction Project for Discipline Innovation

Higher Education Discipline Innovation Project

Natural Science Foundation of Sichuan Province

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference75 articles.

1. Varying initial void ratios for DEM simulations;Abbireddy;Géotechnique,2010

2. Impact of particle shape on breakage of recycled construction and demolition aggregates;Afshar;Powder Technol.,2017

3. Standard test method for flat particles, elongated particles, or flat and elongated particles in coarse aggregate (D4791–2010);American Society of Testing and Materials,2010

4. Stress-strain behavior and geometrical properties of packings of elongated particles;Azéma;Phys. Rev. E,2010

5. Quasistatic rheology, force transmission and fabric properties of a packing of irregular polyhedral particles;Azéma;Mech. Mater.,2009

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