| System response of liquefiable deposits M Cubrinovski, A Rhodes, N Ntritsos, S Van Ballegooy Soil Dynamics and Earthquake Engineering 124, 212-229, 2019 | 223 | 2019 |
| A CPT-based effective stress analysis procedure for liquefaction assessment N Ntritsos, M Cubrinovski Soil Dynamics and Earthquake Engineering 131, 106063, 2020 | 33 | 2020 |
| Geotechnical aspects of the 2016 Kaikōura Earthquake on the South Island of New Zealand. ME Stringer, S Bastin, C McGann, C Cappellaro, M El Kortbawi, ... | 29 | 2017 |
| 8th Ishihara lecture: Holistic evaluation of liquefaction response M Cubrinovski, N Ntritsos Soil Dynamics and Earthquake Engineering 168, 107777, 2023 | 24 | 2023 |
| Static and cyclic undrained response of square embedded foundations N Ntritsos, I Anastasopoulos, G Gazetas Géotechnique 65 (10), 805-823, 2015 | 21 | 2015 |
| Key aspects in the engineering assessment of soil liquefaction M Cubrinovski, N Ntritsos, R Dhakal, A Rhodes Earthquake Geotechnical Engineering for Protection and Development of …, 2019 | 12 | 2019 |
| Challenges in the definition of input motions for forensic ground-response analysis in the near-source region N Ntritsos, M Cubrinovski, BA Bradley Earthquake Spectra 37 (4), 2562-2595, 2021 | 10 | 2021 |
| Effects of partial saturation on the liquefaction resistance of sand and silty sand from Christchurch MAL Baki, M Cubrinovski, ME Stringer, S van Ballegooy, N Ntritsos Soils and Foundations 63 (6), 101400, 2023 | 8 | 2023 |
| Scrutiny of input motions for effective stress analysis of case-history sites from the 2010–2011 Canterbury earthquakes N Ntritsos, M Cubrinovski Soil Dynamics and Earthquake Engineering 144, 106670, 2021 | 7 | 2021 |
| Ground-motion effects on liquefaction response N Ntritsos, M Cubrinovski Soil Dynamics and Earthquake Engineering 177, 108392, 2024 | 6 | 2024 |
| Evaluation of liquefaction case histories from the 2010–2011 Canterbury Earthquakes using advanced effective stress analysis N Ntritsos, M Cubrinovski, A Rhodes Geotechnical Earthquake Engineering and Soil Dynamics V, 152-164, 2018 | 5 | 2018 |
| Liquefaction hazards from “inherited vulnerabilities” M CUBRINOVSKI, A RHODES, C DE LA TORRE, J BRAY, N NTRITSOS ce/papers 2 (2-3), 39-54, 2018 | 4 | 2018 |
| A state-dependent approach for seismic fragility analysis of wharves supported in liquefiable soil N Ntritsos UME School, IUSS Pavia, 2015 | 4 | 2015 |
| Some important limitations of simplified liquefaction assessment procedures N Ntritsos, M Cubrinovski Conference on Performance-based Design in Earthquake. Geotechnical …, 2022 | 3 | 2022 |
| System response of liquefiable deposits: insights from advanced analyses of case-histories from the 2010-2011 Canterbury earthquakes. N Ntritsos University of Canterbury, 2021 | 2 | 2021 |
| Effective stress analysis of Christchurch strong motion station sites N Ntritsos, M Cubrinovski, BA Bradley Earthquake Geotechnical Engineering for Protection and Development of …, 2019 | 2 | 2019 |
| Effects of partial saturation on the liquefaction response of two Christchurch deposits N Ntritsos, M Cubrinovski Japanese Geotechnical Society Special Publication 10 (23), 854-859, 2024 | 1 | 2024 |
| Seismic vulnerability of pile–supported wharves considering recurrent liquefaction–induced damage N Ntritsos, C Lai Quake CoRE, 2016 | 1 | 2016 |
| Incorporating dynamic interactions and system effects in simplified liquefaction assessment M Cubrinovski, N Ntritsos Japanese Geotechnical Society Special Publication 10 (4), 54-63, 2024 | | 2024 |
| CPT-based model calibration for effective stress analysis of layered soil deposits A Chiaradonna, N Ntritsos, M Cubrinovski Cone Penetration Testing 2022, 876-882, 2022 | | 2022 |
Cubrinovski MiskoProfessor of Geotechnical Earthquake Engineering, University of CanterburyVerifisert e-postadresse på canterbury.ac.nz