Various analysis methods have been developed to simulate the performance of energy pile
groups subjected to thermal and mechanical loads. Although they considered the …

To investigate the effects of pile configuration on the group effects of semi-floating energy
piles, a series of laboratory tests were performed. The tests include three distinct pile …

This study investigated the long-term performance of the individual energy pile subjected to
inclined mechanical loading using numerical method. Three-dimensional numerical models …

By employing the hyperbolic tangent model of load transfer (LT), this paper establishes the
thermo-mechanical (TM) coupling load transfer analysis approach for an energy pile (EP) …

The mechanical response of energy pile groups in layered cross-anisotropic soils under
vertical loadings is studied with the aid of the coupled finite element method-boundary …

This paper presents a solution for the time-dependent behaviors of energy piles embedded
in transversely isotropic soils, which considers the mechanical and thermal consolidation. By …

During heating or cooling, an energy pile elongates or shortens around the null point, where
the thermally induced displacement is zero. Previously proposed computing methods …

In this study, numerical investigations were performed to examine the thermo-mechanical
characteristics of the geothermal pile group having geothermal and conventional piles …

The spiral heat exchanger of the energy pile groups is divided into multiple segments. Each
heat exchanger segment is regarded as a three‐dimensional spiral heat source of finite …

The use of static drill‐rooted energy piles in deep soft soil foundations causes thermal
exchange between the piles and the surrounding soil, resulting in excess pore pressure and …