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Predicting the Shear Resistance Contribution of Passive Fully Grouted Bolts to Jointed Rock

Author(s): (Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Professor, School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 1)
(Assistant Professor, State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mine, Anhui Univ. of Science and Technology, Huainan 232001, China; formerly, Ph.D. Student, State Key Laboratory of Geomechanics and Geotechnica)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 2, v. 20
Page(s): 04019174
DOI: 10.1061/(asce)gm.1943-5622.0001581
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.1943-5622.0001581.
  • About this
    data sheet
  • Reference-ID
    10606273
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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