The problem considered in this paper is for the stability evaluation of a rectangular tunnel in
undrained clay during lining process. The approach adopted involved the use of …

Soil shear strength is the most fundamental property when designing structures in the
ground and should be carefully assessed and understood. Several empirical models were …

This paper proposes a Generalized Interpolation Material Point Method (GIMP) for modelling
coupled thermo-hydro-mechanical (THM) processes within unsaturated porous media. The …

The difficulty of deploying remaining oil from unconventional reservoirs and the increasing
CO2 emissions has prompted researchers to delve into carbon emissions through Carbon …

Near-surface soils in geotechnical and geoenvironmental applications are often
unsaturated, and natural or imposed changes in temperature may lead to a softening effect …

A two‐phase velocity‐pressure stabilized formulation is proposed for the numerical analysis
of mechanized excavations in partially saturated soft soils using the Particle Finite Element …

Finite element analysis of complex hydraulic structures can be challenging due to the time-
consuming and laborious meshing procedure. Isogeometric analysis (IGA) offers excellent …

The temperature increase induced by radioactive waste decay generates the thermal
pressurisation around the excavation damage zone (EDZ), and the excess pore pressure …

During the working process of the system of hydraulic opposing cylinders controlled by a
servo valve, the fluid equivalent stiffness changes dynamically due to the pressure pulsation …

Soil suction is a crucial parameter that affects the behavior of unsaturated soils. The impact
of temperature on suction can lead to significant changes in the hydromechanical response …