STAFF PROFILE
Amin Barari
Position:
Adjunct Professor
College / Portfolio:
STEM College
Email:
amin.barari@rmit.edu.au
Campus:
City Campus
Contact me about:
Research supervision
- Grecu, S.,Barari, A.,Ibsen, L. (2024). Key trends in the response of suction bucket foundations to extreme axial cyclic loads In: Soil Dynamics and Earthquake Engineering, 176, 1 - 15
- Nielsen, K.,Svenningsen, J.,Barari, A.,Farahani, S.,Ibsen, L. (2023). On the cyclic stability diagram of offshore wind turbine supported on multiple foundations in saturated dense sand In: Engineering Failure Analysis, 144, 1 - 17
- Moghaddam, A.,Barari, A.,Farahani, S.,Tabarsa, A.,Jeng, D. (2023). Effective stress analysis of residual wave-induced liquefaction around caisson-foundations: Bearing capacity degradation and an AI-based framework for predicting settlement In: Computers and Geotechnics, 159, 1 - 27
- Grecu, S.,Ibsen, L.,Barari, A. (2023). Effects of drainage conditions and suction pressure on tensile response of bucket foundations: An experimental study In: Ocean Engineering, 277, 1 - 11
- Beygi, M.,Fallahi, M.,Vali, R.,Mousavi, E.,Saberian, M.,Li, J.,Barari, A. (2023). FELA-DNN framework to predict the seismic bearing capacity of skirted strip footing built on a non-cohesive slope In: Soil Dynamics and Earthquake Engineering, 171, 1 - 19
- Ayyilmaz, B.,Ulker, M.,Galavi, V.,Barari, A. (2023). Numerical modeling of the effect of loading rate on the tensile load capacity of offshore caisson foundations In: Ocean Engineering, 284, 1 - 16
- Barari, A.,Zhou, J.,Ibsen, L.,Nazem, M.,Nielsen, K. (2023). A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings In: International Journal for Numerical and Analytical Methods in Geomechanics, 47, 2872 - 2898
- Farahani, S.,Barari, A. (2023). A simplified procedure for the prediction of liquefaction-induced settlement of offshore wind turbines supported by suction caisson foundation based on effective stress analyses and an ML-based group method of data handling In: Earthquake Engineering and Structural Dynamics, 52, 1 - 27
1 PhD Current Supervisions
- Pile foundations in unsaturated soils: a mechanistic framework (administered by the University of New South Wales). Funded by: University of New South Wales from (2023 to 2026)