| Centrifuge modelling of active slide–pipeline loading in soft clay F Sahdi, C Gaudin, DJ White, N Boylan, MF Randolph Géotechnique 64 (1), 16-27, 2014 | 88 | 2014 |
| Strength properties of ultra-soft kaolin F Sahdi, C Gaudin, DJ White Canadian Geotechnical Journal 51 (4), 420-431, 2014 | 32 | 2014 |
| Mechanisms of soil flow during submarine slide-pipe impact F Sahdi, C Gaudin, JG Tom, F Tong Ocean Engineering 186, 106079, 2019 | 26 | 2019 |
| Bearing capacity of sandy soil treated by Kenaf fibre geotextile ASA Rashid, MG Shirazi, H Mohamad, F Sahdi Environmental Earth Sciences 76, 1-6, 2017 | 25 | 2017 |
| Interpreting T-bar tests in ultra-soft clay F Sahdi, C Gaudin, DJ White, N Boylan International Journal of Physical Modelling in Geotechnics 14 (1), 13-19, 2014 | 23 | 2014 |
| Effect of pipeline-seabed gaps on the vertical forces of a pipeline induced by submarine slide impact N Fan, F Sahdi, W Zhang, T Nian, MF Randolph Ocean Engineering 221, 108506, 2021 | 20 | 2021 |
| The changing strength of clay and its application to offshore pipeline design F Sahdi University of Western Australia, 2013 | 19 | 2013 |
| The impact of submarine slides on pipelines: outcomes from the COFS-MERIWA JIP DJ White, MF Randolph, C Gaudin, NP Boylan, D Wang, N Boukpeti, ... Offshore Technology Conference, D021S084R024, 2016 | 18 | 2016 |
| Investigation of the Application of Various Water Additive Ratios on Unconfined Compressive Strength of Cement‐Stabilized Amorphous Peat at Different Natural Moisture Contents A Rahmi, SNL Taib, F Sahdi Advances in Civil Engineering 2018 (1), 1945808, 2018 | 13 | 2018 |
| Laboratory development of a vertically oriented penetrometer for shallow seabed characterization F Sahdi, DJ White, C Gaudin, MF Randolph, N Boylan Canadian Geotechnical Journal 53 (1), 93-102, 2015 | 13 | 2015 |
| Bearing capacity performance of soft cohesive soil treated by kenaf limited life geotextile ASA Rashid, MG Shirazi, R Nazir, H Mohamad, F Sahdi, S Horpibulsuk Marine Georesources & Geotechnology 38 (6), 755-760, 2020 | 12 | 2020 |
| Experiments using a novel penetrometer to assess changing strength of clay during remolding and reconsolidation F Sahdi, DJ White, C Gaudin Journal of geotechnical and geoenvironmental engineering 143 (4), 06016030, 2017 | 9 | 2017 |
| The influence of coloured dyes on the undrained shear strength of kaolin F Sahdi, N Boylan, DJ White, C Gaudin Proceedings of the 7th international conference on physical modelling in …, 2010 | 9 | 2010 |
| Evaluation of horizontal submarine slide impact force on pipeline via a modified hybrid geotechnical–fluid dynamics framework N Fan, W Zhang, F Sahdi, T Nian Canadian Geotechnical Journal 59 (6), 827-836, 2022 | 8 | 2022 |
| Centrifuge modelling of pipe-soil interaction in clay with crust layer Z Hou, F Sahdi, C Gaudin, M Randolph Marine Structures 75, 102876, 2021 | 8 | 2021 |
| A narrow wall system to capture temperature stress–strain behavior in paste backfill WK Ting, A Hasan, F Sahdi, SN Linda Taib, NM Sutan, BA Aziz, A Fourie Geotechnical Testing Journal 43 (2), 310-324, 2020 | 8 | 2020 |
| Measurement of amorphous peat shear strength in the direct shear box at high displacement rates AG Amuda, F Sahdi, A Hasan, SNL Taib, N Boylan, A Mohamad Geotechnical and Geological Engineering 37, 1059-1072, 2019 | 7 | 2019 |
| Vertical response of a pipeline under the impact of submarine slides MF Fan, N., Zhang,W.C., Sahdi, F., Nian,T.K., Randolph 2nd International Conference on Natural Hazards & InfrastructureAt: Chania …, 2019 | 6* | 2019 |
| Evolution of riser-soil stiffness in a soil crust layer Z Hou, F Sahdi, C Gaudin, M Randolph Proceedings of the 1st Vietnam symposium on advances in offshore engineering …, 2019 | 5 | 2019 |
| Centrifuge modelling of whole-life pipe–soil interaction in clay with different overconsolidation ratios Z Hou, C Gaudin, F Sahdi, M Randolph Géotechnique 73 (12), 1056-1070, 2022 | 3 | 2022 |
Gaudin ChristopheProfessor, Centre for Offshore Foundation Systems, The University of Western AustraliaBestätigte E-Mail-Adresse bei uwa.edu.au
