This work is a contribution to the understanding of the mechanical properties of non-cohesive granular materials in the presence of friction and a continuation of our previous work (Roul et al. 2010) on numerical investigation of the macroscopic mechanical properties of sand piles. Besides previous numerical results obtained for sand piles that were poured from a localized source (‘‘point source’’), we here consider sand piles that were built by adopting a ‘‘line source’’ or ‘‘raining procedure’’.
Authors
          Pradip Roul
          Alexander Schinner
          Klaus Kassner 
              Journal
              Geotechnical and Geological Engineering volume 29, pages597–610
          Published
              2011
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