Although cylindrical cavity expansion under plane stress condition is commonly
encountered in geotechnical problems, most currently available solutions have been …

Energy pile groups generally show different behavior than single energy piles because of
the presence of rafts and the thermomechanical interaction between piles. This paper …

This paper proposes a rigorous undrained solution for cylindrical cavity expansion problems
in K 0-consolidated clays, adopting a simple non-associated and anisotropic model …

This paper presents an undrained semi-analytical elastoplastic solution for cylindrical cavity
expansion in anisotropic soil under the biaxial stress conditions. The advanced simplified …

This study investigates the thermo-mechanical behavior of energy piles equipped with a
spiral pipe configuration. The analysis is based on the results of a full-scale energy pile as …

The performance of geosynthetic-reinforced embankments under traffic moving loads is
always a hotspot in the geotechnical engineering field. A three-dimensional (3D) model of a …

A full-scale test was carried out to investigate the interactions between an energy pile and
four traditional piles connected to the same overlying reinforced beam. A series of sensors …

This paper develops a generic stress transform matrix to incorporate the well-known
Spatially Mobilized Plane (SMP) criterion into the widely used framework of cavity expansion …

The reliable prediction of excavation responses for squeezing rock remains a challenging
issue in rock engineering. This paper presents a numerical procedure for a strain-softening …

Energy piles have dual function of supporting a superstructure and acting as a shallow
geothermal heat exchanger. Field tests on the thermal response characteristics of micro …