DEM modelling of cone penetration tests in a double-porosity crushable granular material

Author:

Ciantia Matteo OryemORCID,Arroyo Marcos,Butlanska JoannaORCID,Gens Antonio

Funder

Ministry of Science and Innovation of Spain

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference52 articles.

1. A unified CPT–SPT correlation for non-crushable and crushable cohesionless soils;Ahmed;Ain Shams Eng J,2014

2. Preliminary result of CPT tests in calcareous Quiou sand;Almeida,1991

3. Cone penetration tests in a virtual calibration chamber;Arroyo;Géotechnique,2011

4. Arroyo M, Butlanska J, Gens A. Effect of radial walls on CPT in DEM-based Virtual Calibration Chamber. In: Proceedings of the 3rd international symposium on computational geomechanics (COMGEO III), Krakow, Poland; 2013.

5. The role of self-organization during confined comminution of granular materials;Ben-Nun;Philos Trans Roy Soc A: Math, Phys Eng Sci,2010

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