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Miguel Ángel Mánica Malcom

National Autonomous University of Mexico

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Research Interests

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Articles (17)

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2026

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2026

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2026

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2023

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2023

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2023

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2023

Collaborators (10)

Andy Fourie

University of Western Australia

AUSTRALIA

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Matteo Oryem Ciantia

Academic, Senior Lecturer (Teaching and Research)

University of Dundee

UNITED KINGDOM

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Rodrigo Esteban Alva

Professor

Universitat Politècnica de Catalunya

SPAIN

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Antonio Gens

Professor

Universitat Politècnica de Catalunya

SPAIN

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David Reid

University of Western Australia

AUSTRALIA

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Sara Rios

University of Porto

PORTUGAL

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Julián Asdrubal Buriticá García

Professor

Universidade Federal de Santa Catarina

BRAZIL

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Luis Gonzaga Pujades

Professor

Universitat Politècnica de Catalunya

SPAIN

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Jose Leon Gonzalez Acosta

Delft University of Technology

NETHERLANDS

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Marcos Arroyo

Universitat Politècnica de Catalunya

SPAIN

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Miguel Ángel Mánica Malcom

Research Interests

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Articles (17)

A parametric study on the stability of tailings storage facilities with cemented berms

Effects of directionality on seismic slope stability

Mechanical Behavior of Cement-Stabilized Polymetallic Mine Tailings

Undrained creep behaviour of Mexico City Clay

Creep deformation does not explain the Brumadinho disaster

Strength and critical state characteristics of lime-stabilised mine tailings

Comparison of reconstitution methods for mine tailings materials

A thermomechanical model for argillaceous hard soils–weak rocks: application to THM simulation of deep excavations in claystone

A nonlocal material point method for the simulation of large deformation problems in brittle soils

A 4D Soil-Structure Interaction Model Testing Apparatus

On the Determination of Softening Parameters for Nonlocal Constitutive Models

Numerical assessment of the time-dependent behaviour of a tunnel with a yielding support system for a potential repository in claystone

A Time-Domain Deconvolution Procedure for Soil Deposits with Nonlinear Properties

Correlation between seismic intensity measures and engineering demand parameters of reinforced concrete frame buildings through nonlinear time history analysis

Time domain deconvolution in nonlinear elastoplastic soil deposits

Event-based probabilistic liquefaction hazard analysis for defining soil acceptance criteria

Time-domain deconvolution procedure for elastoplastic materials: Application to the Treasure Island site during the 1989 Loma Prieta earthquake

Collaborators (10)

Andy Fourie

Matteo Oryem Ciantia

Rodrigo Esteban Alva

Antonio Gens

David Reid

Sara Rios

Julián Asdrubal Buriticá García

Luis Gonzaga Pujades

Jose Leon Gonzalez Acosta

Marcos Arroyo

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