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Effect of Destructuration on the Compressibility of Perniö Clay in Incremental Loading Oedometer Tests

Author(s): (Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Aalto Univ., Rakentajanaukio 4 A, FI-02150 Espoo, Finland.)
(Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Aalto Univ., Rakentajanaukio 4 A, FI-02150 Espoo, Finland (corresponding author).)
(Professor, Dept. of Civil and Environmental Engineering, Aalto Univ., Rakentajanaukio 4 A, FI-02150 Espoo, Finland.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 1, v. 16
Page(s): 04015016
DOI: 10.1061/(asce)gm.1943-5622.0000486
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.1943-5622.0000486.
  • About this
    data sheet
  • Reference-ID
    10605192
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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