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Double Strength Reduction Method for Carbonaceous Rock Slope Considering Influence of Disintegration Degree

Author(s):





Medium: journal article
Language(s): English
Published in: Soil Mechanics and Foundation Engineering, , n. 3, v. 61
Page(s): 198-204
DOI: 10.1007/s11204-024-09963-x
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/s11204-024-09963-x.
  • About this
    data sheet
  • Reference-ID
    10791604
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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