A finite strain closed‐form solution for the elastoplastic ground response curve in tunnelling A Vrakas, G Anagnostou International Journal for Numerical and Analytical Methods in Geomechanics …, 2014 | 97 | 2014 |
Design of concrete tunnel linings for fire safety C Maraveas, AA Vrakas Structural Engineering International 24 (3), 319-329, 2014 | 96 | 2014 |
A simple equation for obtaining finite strain solutions from small strain analyses of tunnels with very large convergences A Vrakas, G Anagnostou Géotechnique 65 (11), 936-944, 2015 | 54 | 2015 |
A rigorous semi‐analytical solution for undrained cylindrical cavity expansion in critical state soils A Vrakas International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 46 | 2016 |
Finite strain elastoplastic solutions for the undrained ground response curve in tunnelling A Vrakas, G Anagnostou International Journal for Numerical and Analytical Methods in Geomechanics …, 2015 | 31 | 2015 |
A finite strain solution for the elastoplastic ground response curve in tunnelling: rocks with non‐linear failure envelopes A Vrakas International journal for numerical and analytical methods in geomechanics …, 2017 | 27 | 2017 |
Ground response to tunnel re-profiling under heavily squeezing conditions A Vrakas, G Anagnostou Rock Mechanics and Rock Engineering 49, 2753-2762, 2016 | 27 | 2016 |
Fiber-reinforced polymer-strengthened/reinforced concrete structures exposed to fire: A review C Maraveas, K Miamis, AA Vrakas Structural engineering international 22 (4), 500-513, 2012 | 22 | 2012 |
Relationship between small and large strain solutions for general cavity expansion problems in elasto-plastic soils A Vrakas Computers and Geotechnics 76, 147-153, 2016 | 20 | 2016 |
Elastic deformation modulus for estimating convergence when tunnelling through squeezing ground A Vrakas, W Dong, G Anagnostou Géotechnique 68 (8), 713-728, 2018 | 19 | 2018 |
On the occurrence of anhydrite in the sulphatic claystones of the gypsum Keuper G Anagnostou, K Serafeimidis, A Vrakas Rock Mechanics and Rock Engineering 48, 1-13, 2015 | 14 | 2015 |
On the computational applicability of the modified Cam-clay model on the ‘dry’side A Vrakas Computers and Geotechnics 94, 214-230, 2018 | 12 | 2018 |
Tunnel face stability and tunnelling induced settlements under transient conditions G Anagnostou, R Schuerch, P Perazzelli, A Vrakas, P Maspoli, R Poggiati Eidgenössisches Departement für Umwelt, Verkehr, Energie und Kommunikation …, 2016 | 12 | 2016 |
Analysis of ground response and ground-support interaction in tunnelling considering large deformations A Vrakas ETH Zurich, 2016 | 9 | 2016 |
Scale effects in relation to swelling pressure in anhydritic claystones K Serafeimidis, G Anagnostou, A Vrakas Geomechanics from Micro to Macro, 795-800, 2015 | 9 | 2015 |
On manifestations of delayed failure and the effect of dilatancy in transient poro-elasto-plastic analyses of slopes and excavations R Schuerch, A Vrakas, G Anagnostou Géotechnique 67 (11), 939-952, 2017 | 6 | 2017 |
Detailed finite element analysis of steel moment frames AA Vrakas, AG Papachristidis, M Papadrakakis National Technical University of Athens, Zografou Campus, Athens, 15780, 2012 | 4 | 2012 |
Large deformation analysis for a planned tunnel crossing heavily squeezing ground A Vrakas, G Anagnostou Underground. The Way to the Future: Proceedings of the World Tunnel Congress …, 2013 | 2 | 2013 |
A study of the influence of the rigidity of joints on the dynamic response of steel structures AA Vrakas, M Papadrakakis | 2 | 2011 |
Comparative updated Lagrangian and arbitrary Lagrangian Eulerian analyses of tunnel advance through heavily squeezing ground A Vrakas, G Anagnostou EURO: TUN 2017 Proceedings of the IV International Conference on …, 2017 | 1 | 2017 |