Numerical modelling of energy piles in saturated sand subjected to thermo-mechanical loads

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Geotechnical problems with total stress changes occurring rapidly relative to the soil consolidation time can be conveniently addressed using an effective stress-based approach. For saturated states, analytical formulations of pore-pressure coefficients ad ...

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Retaining structures above groundwater level support soils that are usually in a state of partial saturation and subject to the actions of atmospheric agents. The current design approach considers the possible extremes of soil conditions - either totally d ...

Numerical modelling of energy piles in saturated sand subjected to thermo-mechanical loads

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