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One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary

Author(s):


Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 23
DOI: 10.1061/ijgnai.gmeng-8611
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/ijgnai.gmeng-8611.
  • About this
    data sheet
  • Reference-ID
    10730361
  • Published on:
    30/05/2023
  • Last updated on:
    30/05/2023
 
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