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Investigations on the transient support pressure transfer at the tunnel face during slurry shield drive Part 2: Case B – Deep slurry penetration exceeds tool cutting depth

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: 10.1016/j.tust.2021.104169.
  • About this
    data sheet
  • Reference-ID
    10637258
  • Published on:
    30/11/2021
  • Last updated on:
    30/11/2021
 
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