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Spatial Breach Analysis due to Overtopping Flow Depending on the Degree of Compaction for Noncohesive Embankments

Author(s): ORCID
ORCID
ORCID
Medium: journal article
Language(s): English
Published in: KSCE Journal of Civil Engineering, , n. 3, v. 26
Page(s): 1132-1143
DOI: 10.1007/s12205-021-0820-4
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/s12205-021-0820-4.
  • About this
    data sheet
  • Reference-ID
    10647982
  • Published on:
    10/01/2022
  • Last updated on:
    17/02/2022
 
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