Μιχαήλ Καββαδάς

Μιχαήλ Καββαδάς

Ομότιμος Καθηγητής

Γραφείο

Κτίριο Γεωτεχνικής – Ισόγειο

Τηλέφωνο

210 772 3412

E-mail

kavvadas@central.ntua.gr

Ιστοσελίδα

http://users.ntua.gr/kavvadas

• Προπτυχιακά:
• Εδαφομηχανική Ι (http://www.civil.ntua.gr/courses/33/ )
• Θεμελιώσεις (http://www.civil.ntua.gr/courses/53/ )
• ΟΛΟΚΛΗΡΩΜΕΝΟ ΘΕΜΑ ΓΕΩΤΕΧΝΙΚΟΥ ΣΧΕΔΙΑΣΜΟΥ (http://www.civil.ntua.gr/courses/176/ )
• Μεταπτυχιακά:
• ΑΡΙΘΜΗΤΙΚΕΣ ΜΕΘΟΔΟΙ ΑΝΑΛΥΣΗΣ ΥΠΟΓΕΙΩΝ ΕΡΓΩΝ (https://www.tunnelling.ntua.gr/portfolio/numerical_methods/ )
• Undergraduate:
• Soil Mechanics I (http://www.civil.ntua.gr/courses/33/ )
• Foundations (http://www.civil.ntua.gr/courses/53/ )
• Geotechnical Engineering Project (http://www.civil.ntua.gr/courses/176/ )
• Postgraduate:
• Numerical Methods in Tunnel Analysis (https://www.tunnelling.ntua.gr/portfolio/numerical_methods/ )

• Προσομοίωση συμπεριφοράς γεωυλικών (εδαφών και βραχομαζών)
• Αριθμητική Ανάλυση Σηράγγων και άλλων Υπογείων Έργων
• Θεμελιώσεις Τεχνικών Έργων
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• Constitutive Modelling of soils and rockmasses
• Numerical Analysis of Underground Structures
• Deep foundations

1. 2017Kalos A. and Kavvadas M.
2. “A constitutive model for Strength Degradation of Rockmasses (SDR)”, Rock Mechanics and Rock Engineering, Vol 50, No 8 (Aug 2017), pp 1-24 ,
3. DOI https://doi.org/10.1007/s00603-017-1288-x
4. 2019 Kavvadas M., Kalos A.
5. “A Time-dependent plasticity Model for Structured soils (TMS) simulating drained tertiary creep”, Computers and Geotechnics, Vol 109, May 2019, 130-143,
6. DOI: https://doi.org/10.1016/j.compgeo.2019.01.022
7. 2020Sitarenios P., Kavvadas M.
8. “A plasticity Constitutive Model for Unsaturated, Anisotropic, nonexpansive soils (CMUA)”, Int J Numer Anal Methods Geomech. Vol 44(4), pp. 435–454. https://doi.org/10.1002/nag.3028
9. 2020 Kavvadas M., Roumpos Ch., Schilizzi P. (2019)
10. “Stability of Deep Excavation Slopes in Continuous Surface Lignite Mining Systems”, Geotechnical and Geological Engineering, (GGE), Vol 38, Jan 2020, 791–812
11. DOI: https://doi.org/10.1007/s10706-019-01066-x , Sharedit: https://rdcu.be/bSciY
12. 2021 Chortis F., Kavvadas M.
13. “Three-Dimensional Numerical Analyses of Perpendicular Tunnel Intersections” Geotechnical and Geological Engineering, (GGE), Vol 39, pp. 1771-1793 DOI: https://doi.org/10.1007/s10706-020-01587-w
14. 2017Kalos A. and Kavvadas M.
15. “A constitutive model for Strength Degradation of Rockmasses (SDR)”, Rock Mechanics and Rock Engineering, Vol 50, No 8 (Aug 2017), pp 1-24 ,
16. DOI https://doi.org/10.1007/s00603-017-1288-x
17. 2019 Kavvadas M., Kalos A.
18. “A Time-dependent plasticity Model for Structured soils (TMS) simulating drained tertiary creep”, Computers and Geotechnics, Vol 109, May 2019, 130-143,
19. DOI: https://doi.org/10.1016/j.compgeo.2019.01.022
20. 2020Sitarenios P., Kavvadas M.
21. “A plasticity Constitutive Model for Unsaturated, Anisotropic, nonexpansive soils (CMUA)”, Int J Numer Anal Methods Geomech. Vol 44(4), pp. 435–454. https://doi.org/10.1002/nag.3028
22. 2020 Kavvadas M., Roumpos Ch., Schilizzi P. (2019)
23. “Stability of Deep Excavation Slopes in Continuous Surface Lignite Mining Systems”, Geotechnical and Geological Engineering, (GGE), Vol 38, Jan 2020, 791–812
24. DOI: https://doi.org/10.1007/s10706-019-01066-x , Sharedit: https://rdcu.be/bSciY
25. 2021 Chortis F., Kavvadas M.
26. “Three-Dimensional Numerical Analyses of Perpendicular Tunnel Intersections” Geotechnical and Geological Engineering, (GGE), Vol 39, pp. 1771-1793 DOI: https://doi.org/10.1007/s10706-020-01587-w

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• MICHAEL KAVVADAS
• URL: http://www.civil.ntua.gr/staff/173/
• Geotechnical Department
• Office: Geotechnics Building – Ground floor
• Tel: +30 210 772 3412
• e-mail: kavvadas@central.ntua.gr
• website: http://users.ntua.gr/kavvadas
• Photo
• As attached
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