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Cohesive Crack Model in Coupled Hydro-Mechanical Theory of Partially Saturated Soils

The fissuring and healing of clay is modeled using a novel approach, within a finite-element framework, that will allow the design of new materials and new geotechnical structures w more...

Supervisor(s): El-Zein, Abbas (Professor)

Discontinuous Discrete Methods for Solving the Multi-phase Hydro-mechanical Behaviour of Partially-saturated Soils

The goal of the project is to develop robust finite-element type solvers of the equations describing the multi-phase hydro-mechanical behaviour of partially saturated soils, hence a more...

Supervisor(s): El-Zein, Abbas (Professor)

Hydro-mechanical effects associated with geo-sequestration of CO2 in coal

The aim of this project is to perform tests to explore the ease with which CO2 flows through coal, and how this may change as adsorbtion occurs, and to investigate the resulting cha more...

Supervisor(s): Airey, David (Professor)

Inverse Methods for Characterising Hydraulic Properties of Soils Under Unsaturated Conditions

New indirect methods for estimating material properties of partially saturated soils are developed based on infiltration tests and inversion of multi-phase hydro-mechanical equation more...

Supervisor(s): El-Zein, Abbas (Professor)

Self-Healing Clay-Polymer Mixtures: Towards a New Material

The project will develop new clay-polymer mixtures that enhance the ability of clay to self-heal developing fractures, hence helping the emergence of autonomously-repairing geotechn more...

Supervisor(s): El-Zein, Abbas (Professor)

Groundwater Protection with Geosynthetics Clay Liners: Behaviour under Unsaturated Conditions

Geosynthetic Clay Liners (GCLs) are engineered systems made of bentonite clay sandwiched between two geotextiles and used in conjunction with high-density polyethylene geomembranes more...

Supervisor(s): El-Zein, Abbas (Professor)