Soil compaction not only reduces available pore volume in which fluids are stored, but it
alters the arrangement of soil constituents and pore geometry, thereby adversely impacting …

This paper addresses an advanced and unified thermomechanical constitutive model for
soils. Based on experimental evidence showing the nonlinear and irreversible …

This paper introduces an unconventional constitutive model for soils, which deals with a
unified thermo‐mechanical modelling for unsaturated soils. The relevant temperature and …

Road infrastructure is often built above the groundwater table. The materials used are
usually compacted and thus generally remain under unsaturated conditions throughout their …

Research interest in the thermo-mechanical behaviour of unsaturated soils is growing as a
result of an increasing number of geomechanical problems involving both thermal and …

Coupled theory of poroelasticity is used to develop a generic analytical solution for the time-
dependent solid stress and pore fluid pressure of the subsurface rocks. A uniaxial model …

This paper reports the development of an advanced thermo-hydro-mechanical (THM)
oedometer in order to characterize the behavior of soils under combined non-isothermal and …

Soil is a particulate material that may undergo irreversible strain as the relative positions of
the constituent particles change. That irreversible behaviour may be induced not only by an …

An introduction to the constitutive modelling of unsaturated soils is presented. To facilitate
understanding by the inexperienced reader, the paper considers the basic aspects of …

Рассматриваются новые направления геомеханических исследований при разработке
месторождений твердых полезных ископаемых. Обсуждаются особенности …