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Roles of pile-group and cap-rotation effects on seismic failure mechanisms of partially-embedded bridge foundations: Quasi-static tests

Author(s):


Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 132
Page(s): 106074
DOI: 10.1016/j.soildyn.2020.106074
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.2020.106074.
  • About this
    data sheet
  • Reference-ID
    10414830
  • Published on:
    26/02/2020
  • Last updated on:
    26/02/2020
 
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