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New Modified Model for Estimating the Peak Shear Strength of Rock Mass Containing Nonconsecutive Joint Based on a Simulated Experiment

Author(s): ORCID (Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China)
(Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.)
(Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China (corresponding author).)
(Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.)
(Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.)
(Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 20
Page(s): 04020091
DOI: 10.1061/(asce)gm.1943-5622.0001732
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/(asce)gm.1943-5622.0001732.
  • About this
    data sheet
  • Reference-ID
    10606412
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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