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Stability Evaluation Model of a Tunnel Face Excavated by the Benching Method in a Soft Silty Clay Layer

Author(s): ORCID (Professor, School of Qilu Transportation, Shandong Univ., Jinan 250002, China; Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China)
(Master’s Student, Research Center of Geotechnical and Structural Engineering, Shandong Univ., Jinan 250061, China.)
(Ph.D. Student, Research Center of Geotechnical and Structural Engineering, Shandong Univ., Jinan 250061, China (corresponding author).)
(Master’s Student, Research Center of Geotechnical and Structural Engineering, Shandong Univ., Jinan 250061, China.)
(Master’s Student, Research Center of Geotechnical and Structural Engineering, Shandong Univ., Jinan 250061, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 4, v. 21
Page(s): 04021022
DOI: 10.1061/(asce)gm.1943-5622.0001962
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.1943-5622.0001962.
  • About this
    data sheet
  • Reference-ID
    10606660
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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