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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:  and    
Open Access
|Aug 2015
References

References

  1. [1] ZSoil manual, Elmepress and Zace Services Limited, Lausanne, Switzerland, 2014.
    Search in Google Scholar
  2. [2] ADDENBROOKE T., POTTS D., PUZRIN A., The influence of prefailure soil stiffness on the numerical analysis of the tunnel construction, Geotechnique, 1997, 47(3), 693-712.
    Open DOISearch in Google Scholar
  3. [3] AUBRY D., OZANAM O., Free-surface tracking through nonsaturated models, [in:] Swoboda (ed.), Numerical Methods in Geomechanics, Balkema, Innsbruck, 1988, 757-763.
    Search in Google Scholar
  4. [4] BENZ T., Small-strain stiffness of soils and its numerical consequences, Ph.D. thesis, University of Stuttgart, 2006.
    Search in Google Scholar
  5. [5] GASPARRE A., Advanced laboratory characterisation of London clay, Ph.D. thesis, Imperial College, 2005.
    Search in Google Scholar
  6. [6] IRMAY S., On the hydraulic conductivity of unsaturated soils, Trans. Am. Geophys. Union, 1956, 35, 463-468.
    Open DOISearch in Google Scholar
  7. [7] LADD C., FOOTT R., New design procedure for stability of soft clays, Journal of the Geotechnical Engineering Division ASCE, 1974, 100 (7), 763-786.
    Open DOISearch in Google Scholar
  8. [8] OBRZUD R., TRUTY A., The hardening soil model - a practical guidebook, Technical Report Z Soil, PC 100701, Zace Services, Ltd., 2013.
    Search in Google Scholar
  9. [9] SCHANZ T., Zur Modellierung des mechanischen Verhaltens von Reinbungsmaterialien, Mitt. Inst., für Geotechnik, 45, Universitat Stuttgart, 1998.
    Search in Google Scholar
  10. [10] SCHANZ T., VERMEER P., BONIER P., Formulation and verification of the Hardening Soil Model, Beyond 2000 in Computational Geotechnics, Balkema, Rotterdam, 1999.
    Search in Google Scholar
  11. [11] TRUTY A., On certain classes of mixed and stabilized mixed finite element formulations for single and twophase geomaterials, Zeszyty Naukowe Politechniki Krakowskiej, Seria Inżynieria Środowiska 48, Kraków, 2000.
    Search in Google Scholar
  12. [12] TRUTY A., ZIMMERMANN T., Stabilized mixed finite element formulations for materially nonlinear partially saturated two-phase media, Computer Methods in Applied Mechanics and Engineering, 2006, 195, 1517-1546.
    Open DOISearch in Google Scholar
  13. [13] VAN GENUCHTEN M.T., A closed form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sciences Am. Soc., 1980, 44, 892-898.
    Open DOISearch in Google Scholar
  14. [14] VIGGIANI G., ATKINSON J., Stiffness of fine grained soil at very small strain, Geotechnique, 1995, 45(2), 249-265.
    Open DOISearch in Google Scholar
DOI: https://doi.org/10.1515/sgem-2015-0022 | Journal eISSN: 2083-831X (formerly 0137-124X) | 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
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.

Volume 37 (2015): Issue 2 (June 2015)
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