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Theoretical analysis of the shield tunnel face stability in dry sandy strata

Author(s): (School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning Province, China)
(Institute of Geotechnical Engineering; State Key Laboratory of Eco-hydraulics in Northwest Arid Region Institute of Geotechnical Engineering, Xi'an University of Technology, Xi'an, Shaanxi Province, China)
(School of Civil Engineering & Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai), Sun Yat-Sen University, Zhuhai, Guangdong Province, China)
(School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning Province, China)
(School of Civil Engineering, Shandong Jianzhu University, Fengming Road, Lingang Development Zone, Jinan, Shandong Province, China;)
(School of Civil and Environmental Engineering, The University of New South Wales, NSW, Australia)
(State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 2, v. 27
Page(s): 1-21
DOI: 10.1080/19648189.2022.2062616
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: 10.1080/19648189.2022.2062616.
  • About this
    data sheet
  • Reference-ID
    10678636
  • Published on:
    18/06/2022
  • Last updated on:
    21/03/2023
 
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