JOHN MCCARTNEY

Professor

University of California, San Diego

United States

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John McCartney is a Professor at the University of California San Diego in the United States. His research areas include energy geotechnics, unsaturated soil mechanics, and the geotechnical performance of energy piles, as reflected in his recent publications. McCartney's work also explores thermal processes in clayey soils and the advancement of ground assessment methodologies under uncertainty.

JOHN MCCARTNEY

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Articles (29)

Accelerating the Energy Transition with Energy Geotechnics: editorial

Geotechnical centrifuge modelling of thermal improvement processes in clayey soils for offshore anchoring purposes

Transient temperature and water distributions in unconstrained compacted granular bentonite under elevated temperatures

Centrifuge modeling of temperature effects on the pullout capacity of jacked-in energy piles in saturated soft clay

Unsaturated Soil Mechanics in Nuclear Waste Repositories

An analytical model for predicting outlet fluid temperatures in energy piles using soil thermal resistances

Augmented intelligence framework for real-time ground assessment under significant uncertainty

Multi-degree of freedom shake table testing of large-scale structural and geotechnical systems with NHERI-UCSD LHPOST6

The impact of heat exchanger loop configuration on heat transfer in energy piles

Parameters in play: AlphaZero-Inspired AI for autonomous parameter identification in soil constitutive and finite element models

A new multi-surface plasticity model for cyclic hardening of unsaturated granular soils

Temperature effects on adsorption and capillarity water retention mechanisms in constrained unsaturated soils

Comparison of frustum confining vessel (FCV) and full-scale testing for helical and expanded piles geotechnical performance

Comparison of frustum confining vessel (FCV) and full-scale testing for helical and expanded piles geotechnical performance

Data-driven modeling of an unsaturated bentonite buffer model test under high temperatures using an enhanced axisymmetric reproducing kernel particle method

Free swelling behavior of MX80 bentonite under elevated temperatures up to 200&nbsp;°C

Hyperbolic hydro-mechanical model for seismic compression of unsaturated sands in the funicular regime

Full-scale seismic response test on a shallow foundation embedded in tire-derived aggregate for geotechnical seismic isolation

Hyperbolic load-displacement analysis of helical and expanded piles: database approach

Thermal Triaxial Tests to Evaluate Improvement of Soft Marine Clay through Thermal Consolidation

Memory repositioning in soil plasticity models used in contact problems

Simulation of thermal drains using a new constitutive model for thermal volume change of normally consolidated clays

Improved Thermal Conductivity Function for Unsaturated Soil with Physics-based Parameters

Modeling seismic compression of unsaturated soils in the funicular regime

Compression Response of Sedimented Unsaturated Soils

Compression Response of Sedimented Unsaturated Soils

Impact of initial effective stress on the thermo-mechanical behavior of normally consolidated clay

Physical Modeling of Coupled Thermohydraulic Behavior of Compacted MX80 Bentonite during Heating

Thermomechanical Responses of Thermally Interacting Field-Scale Energy Piles

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Mohammed Faizal

Philip Vardon

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Free swelling behavior of MX80 bentonite under elevated temperatures up to 200 °C