Ghent University Academic Bibliography

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The effect of relative density on the response of sand to internal fluidization

Sepideh Akrami (UGent) , Adam Bezuijen (UGent) , Faraz S. Tehrani and Jarno Terwindt

(2023) ACTA GEOTECHNICA. 18(1). p.319-333
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Shear strength measurement in soft mud deposits : application of GraviProbe and RheoTune = Mesure de la résistance au cisaillement dans les dépôts de boue molle : application de GraviProbe et RheoTune

Ebi Meshkati, Jarno Terwindt, Thijs van Kessel, Alex Kirichek, Arno Talmon and Adam Bezuijen (UGent)

(2022) Proceedings of the 20th International Conference on Soil Mechanics and Geotechnical Engineering (ICSMGE). p.4245-4250
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Multi-scale experiments for a coarse sand barrier against backward erosion piping

Esther Rosenbrand, Vera van Beek, Adam Bezuijen (UGent) , Sepideh Akrami (UGent) , Jarno Terwindt, Andre Koelewijn and Ulrich Förster

(2022) GEOTECHNIQUE. 72(3). p.216-226
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Analysis of development and depth of backward erosion pipes in the presence of a coarse sand barrier

Sepideh Akrami (UGent) , Adam Bezuijen (UGent) , Vera van Beek, Esther Rosenbrand, Jarno Terwindt and Ulrich Förster

(2021) ACTA GEOTECHNICA. 16(2). p.381-397
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Large-scale test of a coarse sand barrier as a measure against backward erosion piping

Esther Rosenbrand, Vera Van Beek, Ulrich Förster, Bernard Van Der Kolk, Ane Wiersma, Jarno Terwindt, Dennis Peters, Sepideh Akrami (UGent) , André Koelewijn, Koen Van Gerven, et al.

(2019) Proceedings of EWG-IE 27th European Working Group on Internal Erosion. p.23-25

Academic Bibliography

The effect of relative density on the response of sand to internal fluidization

Shear strength measurement in soft mud deposits : application of GraviProbe and RheoTune = Mesure de la résistance au cisaillement dans les dépôts de boue molle : application de GraviProbe et RheoTune

Multi-scale experiments for a coarse sand barrier against backward erosion piping

Analysis of development and depth of backward erosion pipes in the presence of a coarse sand barrier

Large-scale test of a coarse sand barrier as a measure against backward erosion piping

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