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Rock-Cutting Mechanics Model and Its Application Based on Slip-Line Theory

Author(s): (Associate Professor, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China; Postdoctoral Fellow, State Key Laboratory for Geo-Mechanics and Deep Underground Engineering, China Univ. of Mining & Technology, Beijin)
(Ph.D. Graduate Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.)
(Lecturer, School of Civil Engineering and Architecture, Univ. of Jinan, Jinan 250022, China.)
(Professor, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.)
(Professor, State Key Laboratory for Geo-Mechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Beijing 100083, China.)
(Ph.D. Graduate Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China; Co-Researcher, State Key Laboratory for Geo-Mechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Beijing 100)
(M.S. Graduate Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China; Co-Researcher, State Key Laboratory for Geo-Mechanics and Deep Underground Engineering, China Univ. of Mining & Technology, Beijing 10)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 5, v. 18
Page(s): 04018025
DOI: 10.1061/(asce)gm.1943-5622.0001136
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.1943-5622.0001136.
  • About this
    data sheet
  • Reference-ID
    10605819
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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