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Ali Tolooiyan

Associate Professor in Geotechnical Engineering

University College Dublin

Ireland

Research Interests

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About

Dr. Ali Tolooiyan is a Senior Lecturer in Computational Geotechnics at the University of Tasmania. His research primarily focuses on developing and applying numerical modeling techniques, particularly the Coupled Eulerian Lagrangian Method, to understand complex geotechnical systems. Recent publications explore topics such as the performance of protective barriers against debris flows and the interaction of foundations with variable soil deposits. He is based in Australia, where he contributes to advancing knowledge in the field of geotechnical engineering.

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Collaborators (2)

Ashley P. Dyson

Lecturer

University of Tasmania

AUSTRALIA

View details

Gholamreza Kefayati

Senior Lecturer

University of Tasmania

AUSTRALIA

View details

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Ali Tolooiyan

Research Interests

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About

Articles (28)

Effect of transverse obstacle porosity on viscoplastic debris flows

Effects of barrier configurations on viscoplastic debris flow at fixed porosity

Impact of barrier configurations on flow mitigation and barrier interaction at fixed porosity: Water floods and viscoplastic debris flows in complex terrain

Predicting large diameter pile running in spatially variable soils

Evaluating clay stiffness effects on offshore pile running with the Coupled Eulerian Lagrangian Method

A Coupled Eulerian Lagrangian method for modelling coupled hydro-geomechanical moored systems

The effect of porosity in a row of barriers on mitigation of flow dynamics and barrier interaction: Flood water in a flume

The effect of porosity in a row of barriers on mitigation of flow dynamics and barrier interaction: Viscoplastic debris flows in a flume

The effect of porosity in a row of barriers on mitigation of flow dynamics and barrier interaction: Water floods and viscoplastic debris flows in a complex terrain

Dam-break-induced three-dimensional viscoplastic flows and debris hazards

Evaluating the Performance of Protective Barriers against Debris Flows Using Coupled Eulerian Lagrangian and Finite Element Analyses

Analysis of Debris Flow Protective Barriers Using the Coupled Eulerian Lagrangian Method

Penetration of unconventional spudcan foundations using back analyses of large deformation CPT profiles

An Equivalent Stiffness Flexible Barrier for Protection Against Boulders Transported by Debris Flow

Modelling of debris flow-boulder-barrier interactions using the Coupled Eulerian Lagrangian method

Estimation of spudcan penetration in variable sand deposits with the Arbitrary Lagrangian Eulerian Finite Element Method

Modelling the response of offshore aquaculture fish pens to environmental loads in high-energy regions

Numerical Modelling Techniques for Stability Analysis of Slopes Reinforced with Shallow Roots

Correction to: Effect of Sand Content on the Liquefaction Potential and Post-Earthquake Behaviour of Coode Island Silt (Geotechnical and Geological Engineering, (2021), 39, 1, (549-563), 10.1007/s10706-020-01512-1)

Slope stability analysis using deterministic and probabilistic approaches for poorly defined stratigraphies

The mechanical behaviour of pre-existing transverse cracks in lignite under uniaxial compression

An investigation of cross-sectional spatial variation with random finite element method slope stability analysis

Design and optimisation of drainage systems for fractured slopes using the XFEM and FEM

Effect of rock mass permeability and rock fracture leak-off coefficient on the pore water pressure distribution in a fractured slope

Effect of sand content on the liquefaction potential and post-earthquake behaviour of Coode Island silt

Investigating the elastoplasticity of an Australian soft rock based on laboratory test results

Investigation of an Australian soft rock permeability variation

Sensitivity of the stability assessment of a deep excavation to the material characterisations and analysis methods

Collaborators (2)

Ashley P. Dyson

Gholamreza Kefayati

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