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Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading
| Title: | Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading | Authors: | Obradović, Nikola |
Issue Date: | 2023 | Publication: | Applied Sciences | ISSN: | 2076-3417 Applied Sciences-Basel Search Idenfier |
Publisher: | MDPI / Applied Sciences | Type: | Article | Collation: | vol. 13 br. 4 str. 2175-2175 | DOI: | 10.3390/app13042175 | WoS-ID: | 000938243800001 | Scopus-ID: | 2-s2.0-85148897726 | URI: | https://enauka.gov.rs/handle/123456789/597769 https://grafar.grf.bg.ac.rs/handle/123456789/3038 |
M-category: | 21M21 |