| A generalised failure envelope for undrained capacity of circular shallow foundations under general loading C Vulpe, S Gourvenec, M Power Géotechnique Letters 4 (3), 187-196, 2014 | 123 | 2014 |
| Design method for the undrained capacity of skirted circular foundations under combined loading: effect of deformable soil plug C Vulpe Géotechnique 65 (8), 669-683, 2015 | 89 | 2015 |
| A method for predicting the consolidated undrained bearing capacity of shallow foundations SM Gourvenec, C Vulpe, TG MURTHY Géotechnique 64 (3), 215-225, 2014 | 73 | 2014 |
| Predicting the undrained capacity of skirted spudcans under combined loading C Vulpe, B Bienen, C Gaudin Ocean engineering 74, 178-188, 2013 | 35 | 2013 |
| Failure envelope approach for consolidated undrained capacity of shallow foundations C Vulpe, S Gourvenec, B Leman, KN Fung Journal of Geotechnical and Geoenvironmental Engineering 142 (8), 04016036, 2016 | 31 | 2016 |
| Effect of embedment on consolidated undrained capacity of skirted circular foundations in soft clay under planar loading C Vulpe, SM Gourvenec, AF Cornelius Canadian Geotechnical Journal 54 (2), 158-172, 2017 | 28 | 2017 |
| Interface enabling constitutive models coded as user materials to be employed in explicit analysis B Bienen, S Stanier, C Vulpe, D Mašín Reserach report, 2014 | 12 | 2014 |
| Effect of prior loading cycles on vertical bearing capacity of clay C Vulpe, DJ White International Journal of Physical Modelling in Geotechnics 14 (4), 88-98, 2014 | 10 | 2014 |
| Effect of preloading on the response of a shallow skirted foundation C Vulpe, S Gourvenec Proc., 14th Int. Conf. of Int. Association for Computer Methods and Recent …, 2014 | 6 | 2014 |
| Limitations of Classic Constitutive Soil Models and Their Suitability to Represent Tailings Behaviour A Halliday, C Vulpe, A Fourie, A Arenas International Conference of the International Association for Computer …, 2022 | 3 | 2022 |
| Some considerations when using deformation monitoring to manage the static liquefaction risks of TSFs D Reid, A Fourie, R Fanni, C Vulpe, A Halliday | 2 | 2021 |
| On the importance of proactive collaboration between mining operators and InSAR monitoring specialists C Vulpe, N Magnall, H Larkin, A Fourie, J Boshoff, L McNab, A Thomas International Symposium on Field Monitoring in Geomechanics, 2022 | 1 | 2022 |
| Applications of classic and advanced constitutive models in tailings practice A Halliday, C Vulpe, A Fourie, A Arenas Tailings and Mine Waste 2022, 2022 | 1 | 2022 |
| Monitoring the effect of weather on settlement response of tailings by means of InSAR C Vulpe, A Fourie, R Gavin, N Magnall, H Larkin, A Thomas, L McNab, ... Tailings and Mine Waste 2022, 2022 | 1 | 2022 |
| Consolidated undrained capacity of shallow foundations subjected to self-weight and horizontal in-service loading C Vulpe, JJ Newman Géotechnique 66 (12), 1028-1034, 2016 | 1 | 2016 |
| Critical review of distribution and causes of TSF failure using publicly disclosed information C Vulpe, J Liantono, W Liu, A Fourie Tailings and Mine Waste 2023, 1069-1080, 2023 | | 2023 |
| A comparison of finite element software for use in tailings applications A Halliday, C Vulpe, A Fourie, A Arenas, N Valsaraj, M Duong 91st Annual ICOLD Meeting 2023: Management for Safe Dams, 2023 | | 2023 |
| Preparation of viscous pore fluid for use in centrifuge testing using Methocel F450 food gradient J Gao, C Vulpe | | 2022 |
| Obtaining block samples from the Philippine Jungle for geotechnical testing and analysis in Australia L McNab, J Boshoff, R Fanni, C Vulpe Tailings and Mine Waste 2022, 2022 | | 2022 |
| Corrigendum to A method for predicting the consolidated undrained bearing capacity of shallow foundations SM Gourvenec, C Vulpe, TG Murthy Geotechnique 64 (3), 247, 2014 | | 2014 |
