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Influence of Spatial Variability on the Uniaxial Compressive Responses of Rock Pillar Based on 3D Random Field

Author(s):

Medium: journal article
Language(s): English
Published in: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, , n. 3, v. 7
Page(s): 04021035
DOI: 10.1061/ajrua6.0001162
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: 10.1061/ajrua6.0001162.
  • About this
    data sheet
  • Reference-ID
    10613982
  • Published on:
    09/07/2021
  • Last updated on:
    09/07/2021
 
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