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

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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

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

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

Published In

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

Theme

TC208

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

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