Matteo Oryem Ciantia

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Academic, Senior Lecturer (Teaching and Research)

University of Dundee

United Kingdom

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About

Matteo Oryem Ciantia is a Senior Lecturer (Teaching and Research) at the University of Dundee, United Kingdom. His research focuses on granular mechanics, soil-structure interaction, and offshore renewable energy applications, as evidenced by his recent articles on topics such as grain fracture mechanics and the cyclic response of screw piles. He employs advanced simulation and modeling techniques to explore critical issues in geotechnical engineering.

Recent Grants

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Simulating Civil Engineering Boundary Value Problems using DEM

Open Date: 2015-10-01

Close Date: 2018-11-01

Articles (20)

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Collaborators (10)

Benjamin Cerfontaine

University of Southampton

UNITED KINGDOM

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Michael Brown

Professor at University of Dundee

University of Dundee

UNITED KINGDOM

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Saverio Spadea

Associate Professor

Politecnico di Bari Dipartimento di Ingegneria Civile Ambientale del Territorio Edile e di Chimica

ITALY

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Antonio Gens

Professor

Universitat Politècnica de Catalunya

SPAIN

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Riccardo Castellanza

Associate Professor

University of Milano-Bicocca

ITALY

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Jonathan Adam Knappett

University of Dundee

UNITED KINGDOM

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Claudio Tamagnini

Professor

University of Perugia

ITALY

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David White

University of Western Australia

AUSTRALIA

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Josep Maria Carbonell

Aggregate Professor

Universitat de Vic

SPAIN

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Mamoru Kikumoto

Associate Professor

JAPAN

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Matteo Oryem Ciantia

Research Interests

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About

Recent Grants

Articles (20)

Simulation of Grain Fracture–Induced Pile Creep and Setup in Sands

A breakage-based discrete element study of stress relaxation in quartz sands

An Efficient Damage-Plasticity DEM Contact Model for Highly Porous Rocks

Centrifuge Modeling of the Installation Advancement Ratio Effect on the Cyclic Response of a Single-Helix Screw Pile for Floating Offshore Wind

The effect of installation advancement ratio on interaction between helices of screw piles for offshore renewable energy

Why Modeling Particle Shape Matters: Significance of Particle-Scale Modeling in Describing Global and Local Granular Responses

Large deformation numerical assessment of rock anchor response under axial loading for offshore renewable energy applications

Localization patterns emerging in CPTu tests in a saturated natural clay soil

A 4D Soil-Structure Interaction Model Testing Apparatus

Micromechanical observation of kinematics of sheared circular discs

Role of particle rotation in sheared granular media

Systematic effect of particle roundness/angularity on macro- and microscopic behavior of granular materials

Experimental micro–macromechanics: particle shape effect on the biaxial shear response of particulate systems

DEM study of particle scale effect on plain and rotary jacked pile behaviour in granular materials

Particle size effects on the axial pull-out and push-in behaviour of roots

Geotechnical particle finite element method for modeling of soil-structure interaction under large deformation conditions

Centrifuge modelling of root-soil interaction of laterally-loadedtrees under different loading conditions

Using discrete-element method hindcasting of screw pile performance for practical design

DEM study of particle scale and penetration rate on the installation mechanisms of screw piles in sand

Multiscale modelling of dynamic impact on highly deformable compound rockfall fence nets

Collaborators (10)

Benjamin Cerfontaine

Michael Brown

Saverio Spadea

Antonio Gens

Riccardo Castellanza

Jonathan Adam Knappett

Claudio Tamagnini

David White

Josep Maria Carbonell

Mamoru Kikumoto

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