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Nazanin Irani

Ruhr-Universität Bochum

Germany

Research Interests

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Professors in Germany

Articles (20)

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2026

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Collaborators (5)

Merita Tafili

Ruhr-Universität Bochum

GERMANY

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Luis Felipe Prada-Sarmiento

Aarhus University

DENMARK

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Mahdi Taiebat

Professor

The University of British Columbia

CANADA

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David Mašín

Charles University

CZECH REPUBLIC

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Mohammad Javad Salimi

Ruhr-Universität Bochum

GERMANY

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Nazanin Irani

Research Interests

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Articles (20)

Fabric anisotropy in cyclic liquefaction: DEM-CFM analysis of pre- and post-liquefaction response

Modeling Biocemented Sands: Hypoplastic Model for MICP‐Based Ground Improvement

GINN-F: A geo-physics-informed neural network for granular soils accounting for fabric anisotropy and particle shape

Microstructure-informed constitutive modeling of granular media under multidirectional loading: From particle-scale to continuum

Coupled constitutive anamnesis model (U-CAM) for unsaturated and saturated fine-grained soils

Coupling Hyperelasticity with Bounding Surface Plasticity for Constitutive Modeling of Fiber-Reinforced Soils

A Hyperelastic Constitutive Model Incorporating Soil Anisotropy

Investigating the Impact of Anisotropic Consolidation on the Undrained Cyclic True Triaxial Behavior of Granular Soils

Modelling Cyclic Behaviour of Partially Saturated Soils

Influence of drainage conditions and monotonic preloadings on the monotonic behavior of Karlsruhe fine sand

Thermodynamically consistent modeling of granular soils using physics-informed neural networks

Micromechanical Influence of Fabric Anisotropy and Stress Path Dependency on Liquefaction Susceptibility in Granular Soils

Particle Breakage: Exploring the numerical and experimental approaches in crushable soil mechanics

DEM-CFM analysis of Lode angle influence on the undrained cyclic behavior of anisotropically consolidated soils

DEM-CFM Analysis of Undrained Cyclic Behavior in Transversely Isotropic Granular Soils under True Triaxial Loading Paths

Exploring Undrained Cyclic True Triaxial Behavior of Granular Assemblies Using DEM

Assessment of Free Energy Functions for Sand

Application of a state-dependent hyperelastic-plastic constitutive model for slope stability analysis of fiber-reinforced sand

Breakage Indices for Constitutive Models to Track the Evolution of Particle Crushing Under Continuous Shearing

Deep learning-based analysis of true triaxial DEM simulations: Role of fabric and particle aspect ratio

Collaborators (5)

Merita Tafili

Luis Felipe Prada-Sarmiento

Mahdi Taiebat

David Mašín

Mohammad Javad Salimi

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