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Effect of Particle Shape on Dilative Behavior and Stress Path Characteristics of Chamkhaleh Sand in Undrained Triaxial Tests

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Civil Engineering, , n. 4, v. 14
Page(s): 197-208
DOI: 10.1007/s40999-016-0048-8
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/s40999-016-0048-8.
  • About this
    data sheet
  • Reference-ID
    10172033
  • Published on:
    30/12/2018
  • Last updated on:
    30/12/2018
 
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