Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading

Nikola Obradović, Sanja Jocković, Mirjana Vukićević

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DOI: 10.3390/app13042175
Published: 2023-02-08
Container: Applied Sciences
Publisher: MDPI AG
Open access: unknown

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Cite this work

BibTeX

@article{allodium:10.3390/app13042175,
  title = {Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading},
  author = {Nikola Obradović and Sanja Jocković and Mirjana Vukićević},
  year = {2023},
  journal = {Applied Sciences},
  doi = {10.3390/app13042175},
  url = {https://doi.org/10.3390/app13042175}
}

RIS

TY  - JOUR
TI  - Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading
AU  - Nikola Obradović
AU  - Sanja Jocković
AU  - Mirjana Vukićević
PY  - 2023
JO  - Applied Sciences
DO  - 10.3390/app13042175
UR  - https://doi.org/10.3390/app13042175
ER  -

APA

Obradović, N., Jocković, S., & Vukićević, M. (2023). Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading. Applied Sciences. https://doi.org/10.3390/app13042175

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crossref · retrieved 2026-09-25T13:39:04.877Z