Macro–micro responses of crushable granular materials in simulated true triaxial tests

No abstract is available for this paper.

• Publication year

  2015

• Venue

  Granular Matter

• Publication date

  2015-07-07

• Fields of study

  Not labeled

• Identifiers
  DOI 10.1007/s10035-015-0571-3
• External record

  Open on Semantic Scholar

• Source metadata

  Semantic Scholar

• No claims are published for this paper.

• No concepts are published for this paper.

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  2014influential reference
• Fragmentation processes in two-phase materials.

  2014cited by this paper
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  2013influential reference
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  2008cited by this paper
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  2008cited by this paper
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  2007cited by this paper
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  2007cited by this paper
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