0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Time-Dependent Settlement of Pile Foundations Using Five-Parameter Viscoelastic Soil Models

Author(s): (Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, Uttar Pradesh 208016, India.)
(Professor, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, Uttar Pradesh 208016, India (corresponding author).)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 5, v. 18
Page(s): 04018020
DOI: 10.1061/(asce)gm.1943-5622.0001122
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.1943-5622.0001122.
  • About this
    data sheet
  • Reference-ID
    10605820
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine