Comparison of undrained-a and undrained-c constitutive model in finite element method based on cptu results from embankment on very soft marine clay

    1. Home
    2. Publications
    3. Online Library
    4. Comparison of undrained-a and undrained-c constitutive model in finite element method based on cptu results from embankment on very soft marine clay
    1. Home
    2. Publications
    3. Online Library
    4. Comparison of undrained-a and undrained-c constitutive model in finite element method based on cptu results from embankment on very soft marine clay



Comparison of undrained-a and undrained-c constitutive model in finite element method based on cptu results from embankment on very soft marine clay


A. Kartawiria; S. A. Kamaruddin; Ramli Nazir; I. M. Alatas; A. Himawan; Pasca Hartasurya; Hendriyawan -; Iswandi Imran; Masyhur Irsyam


21st International Conference on Soil Mechanics and Geotechnical Engineering (Vienna)



TC208



https://doi.org/10.53243/ICSMGE2026-2236


theme-img

International Society for Soil Mechanics and Geotechnical Engineering

Contact Information

  • Secretary General - Dr A M McNamara
  • Email: [email protected]
  • Phone: +44 20 7040 8154
  • City, University of London
  • Northampton Square
  • London EC1V 0HB. United Kingdom

Copyright © 1999 - 2026 by ISSMGE. All Rights Reserved. Powered by ARGO-E GROUP.
FAQ Terms & Conditions