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Application of a weakly compressible smoothed particle hydrodynamics multi-phase model to non-cohesive embankment breaching due to flow overtopping

Author(s):


Medium: journal article
Language(s): English
Published in: Frontiers of Structural and Civil Engineering, , n. 3, v. 12
Page(s): 412-424
DOI: 10.1007/s11709-017-0432-8
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1007/s11709-017-0432-8.
  • About this
    data sheet
  • Reference-ID
    10182880
  • Published on:
    02/12/2018
  • Last updated on:
    02/12/2018
 
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