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Laura Asensio

Profesora Titular de Universidad

University of Castilla-La Mancha

Spain

Research Interests

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About

Laura Asensio is a Profesora Titular de Universidad at Universidad de Castilla-La Mancha, Spain. Her research areas include the hydro-mechanical modeling of bentonite materials, the analysis of soil mechanics, and the behavior of granular mixtures in various conditions. Recent articles authored by her examine topics such as the evolutionary stiffness of granular bentonite mixtures, the macroscopic definition of Bishop’s χ function in double porosity soils, and the effects of salinity on compacted bentonites.

Articles (18)

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2026

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2025

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2021

Collaborators (6)

Vicente Navarro

Catedrático de Universidad

University of Castilla-La Mancha

SPAIN

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Enrique Romero

Professor of Geotechnical Engineering

Universitat Politècnica de Catalunya

SPAIN

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Joel Torres-Serra

University of Castilla-La Mancha

SPAIN

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Jesús González-Arteaga

Profesor Contratado Doctor Interino

University of Castilla-La Mancha

SPAIN

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Juan Alonso Aperte

Profesor Titular

University of Castilla-La Mancha

SPAIN

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Angel Yustres Real

Profesor Contratado Doctor

University of Castilla-La Mancha

SPAIN

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Laura Asensio

Research Interests

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Articles (18)

Modelling of Electrokinetic Soil Treatments: Verification Cases

Modelling the evolutionary stiffness of granular bentonite mixtures

Modelling the swelling of a bentonite pellet using a triple porosity model

A thermodynamically consistent model of strain coupling in expansive soils

Relevance of adopting a double porosity retention curve for modelling bentonite hydration under high temperature conditions

Macroscopic definition of Bishop’s χ function in double porosity soils

A mixed finite element/finite volume formulation for granular bentonite mixtures

Compacted bentonite hydro-mechanical modelling when interaggregate porosity tends to zero

Consistency of Water Vapour Pressure and Specific Heat Capacity Values for Modelling Clay-Based Engineered Barriers

Modelling a granular bentonite system as a discrete set of continuum units

Effect of salinity on the effective stress of compacted bentonites

Analysis of the Mobilization of an Unsaturated Infinite Natural Slope Due to Strength Reduction

A catenary model for the analysis of arching effect in soils and its application to predicting sinkhole collapse

Precomputation of Critical State Soil Plastic Models

Modeling the behavior of compacted bentonites under low porosity conditions

Molecular dynamics data for modelling the microstructural behaviour of compacted sodium bentonites

A water retention model accounting for void ratio changes in double porosity clays

A water retention model accounting for void ratio changes in double porosity clays

Collaborators (6)

Vicente Navarro

Enrique Romero

Joel Torres-Serra

Jesús González-Arteaga

Juan Alonso Aperte

Angel Yustres Real

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