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Lateral Response and Failure Mechanisms of Rigid Piles in Soft Soils Under Geosynthetic-Reinforced Embankment

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Civil Engineering, , n. 2, v. 18
Page(s): 169-184
DOI: 10.1007/s40999-019-00434-1
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/s40999-019-00434-1.
  • About this
    data sheet
  • Reference-ID
    10314429
  • Published on:
    30/06/2019
  • Last updated on:
    16/01/2020
 
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