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Mahdi Taiebat

Professor

The University of British Columbia

Canada

Research Interests

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About

Professor Mahdi Taiebat is a faculty member at the University of British Columbia in Canada. His research focuses on the behavior of granular materials under cyclic loading, particularly in the context of liquefaction and soil stability. Recent publications include studies on the role of ground motion characteristics in liquefaction triggering and advancements in cyclic liquefaction modeling techniques.

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2020

Collaborators (4)

Jan Machacek

Ruhr-Universität Bochum

GERMANY

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Angelo Amorosi

Professore Ordinario

Università degli Studi di Roma La Sapienza

ITALY

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Mohammad Javad Salimi

Ruhr-Universität Bochum

GERMANY

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Nazanin Irani

Ruhr-Universität Bochum

GERMANY

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Mahdi Taiebat

Research Interests

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About

Articles (22)

Micromechanical insights into grading effects on cyclic liquefaction resistance of sands

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

Data strategies for automatic calibration of soil constitutive models

Cyclic deformation regimes in liquefiable sands and sheet-pile systems

Hierarchical constitutive modeling of structured clays: Bridging element tests and mechanized tunneling simulations

Optimal intensity measures for predicting coseismic liquefaction triggering and lateral displacements in sloping ground

Role of ground motion characteristics in liquefaction triggering and lateral displacements of sloping grounds

Enhancing accuracy and efficiency in cyclic liquefaction modeling: An automatic calibration framework for advanced constitutive models

Modification of SANISAND-MSf Model for Simulation of Undrained Cyclic Shearing under Nonzero Mean Shear Stress

Effect of particle shape on cyclic liquefaction resistance of granular materials

An activation mechanism for cyclic degradation of clays in bounding surface plasticity

Effect of Anisotropic Consolidation on Cyclic Liquefaction Resistance of Granular Materials via 3D-DEM Modeling

Modeling cyclic liquefaction and system response of a sheet-pile supported liquefiable deposit: Insights from LEAP-2022

Roles of pre- and post-liquefaction stages in dynamic system response of liquefiable sand retained by a sheet-pile wall

Effect of coefficient of uniformity on cyclic liquefaction resistance of granular materials

Liquefaction of granular materials in constant-volume cyclic shearing: Transition between solid-like and fluid-like states

Evolution of granular media under constant-volume multidirectional cyclic shearing

SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state

Evolution of granular materials under isochoric cyclic simple shearing

Strategies for numerical simulation of cast-in-place piles under axial loading

Convergence of rotational hardening with bounds in clay plasticity

Modeling cyclic shearing of sands in the semifluidized state

Collaborators (4)

Jan Machacek

Angelo Amorosi

Mohammad Javad Salimi

Nazanin Irani

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