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Prediction of excess pore water pressure and post-cyclic settlement on soft clay induced by uni-directional and multi-directional cyclic shears as a function of strain path parameters

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.soildyn.2013.01.010.
  • About this
    data sheet
  • Reference-ID
    10318863
  • Published on:
    12/07/2019
  • Last updated on:
    12/07/2019
 
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