Ιδρυματικό Αποθετήριο
Πολυτεχνείο Κρήτης
Πολυτεχνείο Κρήτης
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| URI | http://purl.tuc.gr/dl/dias/77C9C302-BB28-4D90-AB4D-FA1EE3DE8830 | - |
| Αναγνωριστικό | https://doi.org/10.1061/(ASCE)GM.1943-5622.0000182 | - |
| Αναγνωριστικό | https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GM.1943-5622.0000182 | - |
| Γλώσσα | en | - |
| Μέγεθος | 14 pages | en |
| Τίτλος | Calibration of the triaxial hyperbolic mohr-coulomb elastoplastic model parameters on laboratory rock mechanics tests | en |
| Δημιουργός | Stavropoulou, Maria | en |
| Δημιουργός | Liolios Pantelis | en |
| Δημιουργός | Λιολιος Παντελης | el |
| Δημιουργός | Exadaktylos Georgios | en |
| Δημιουργός | Εξαδακτυλος Γεωργιος | el |
| Εκδότης | American Society of Civil Engineers | en |
| Περίληψη | Herein, a methodology is presented for the calibration of the triaxial hyperbolic Mohr-Coulomb (HMC) elastoplastic model on a set of experimental data of conventional rock mechanics tests on intact rocks. It is demonstrated here that based on uniaxial compression, triaxial compression, and direct or indirect tension tests on intact rock specimens in the laboratory, 15 parameters of the elastic and hardening plastic HMC model pertaining to Carrara (Lorano) marble may be deduced in a straightforward manner. This procedure may be applied to any other rock type as well. Furthermore, an extension of the five-parameter HMC failure criterion to a six-parameter HMC criterion with a cap is proposed for the better representation of intact rock behavior in multiaxial loading conditions. © 2012 American Society of Civil Engineers. | en |
| Τύπος | Peer-Reviewed Journal Publication | en |
| Τύπος | Δημοσίευση σε Περιοδικό με Κριτές | el |
| Άδεια Χρήσης | http://creativecommons.org/licenses/by/4.0/ | en |
| Ημερομηνία | 2015-11-11 | - |
| Ημερομηνία Δημοσίευσης | 2012 | - |
| Θεματική Κατηγορία | Rock mechanics research | en |
| Θεματική Κατηγορία | rock mechanics research | en |
| Βιβλιογραφική Αναφορά | M. Stavropoulou, P. Liolios and G. Exadaktylos, "Calibration of the Triaxial Hyperbolic Mohr-Coulomb Elastoplastic Model Parameters on Laboratory Rock Mechanics Tests," Int. J. Geomech., vol. 12, no. 6, pp. 618-631, Dec. 2012. doi: 10.1061/(ASCE)GM.1943-5622.0000182 | en |
Copyright © DIAS 2013
