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Improved Formulation of the Hardening Soil Model in the Context of Modeling the Undrained Behavior of Cohesive Soils Cover

Improved Formulation of the Hardening Soil Model in the Context of Modeling the Undrained Behavior of Cohesive Soils

Studia Geotechnica et Mechanica
Volume 37 (2015): Issue 2 (June 2015)
By: Andrzej Truty and  Rafał Obrzud  
Open Access
|Aug 2015

References

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DOI: https://doi.org/10.1515/sgem-2015-0022 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 61 - 68
Published on: Aug 28, 2015
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
soil constitutive modeling,
undrained shear strength,
deep excavations
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2015 Andrzej Truty, Rafał Obrzud, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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