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A Closed-Form Solution for the Limit Pressure of Cylindrical Cavity Expansion in Anisotropic Clay

Author(s):


Medium: journal article
Language(s): English
Published in: Soil Mechanics and Foundation Engineering, , n. 5, v. 53
Page(s): 317-324
DOI: 10.1007/s11204-016-9405-5
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: 10.1007/s11204-016-9405-5.
  • About this
    data sheet
  • Reference-ID
    10215902
  • Published on:
    04/12/2018
  • Last updated on:
    04/12/2018
 
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