This article presents an overview of the application of analytical methods in the theories of
elasticity, poroelasticity, flow, and transport in porous media and plasticity to the solution of …

The theory of linear poroelasticity describes the interaction between mechanical effects and
adding or removing fluid from rock. It is critical to the study of such geological phenomena as …

Biot's general consolidation theory is used to study time-dependent stress-displacement
fields induced by tunnel excavation in a poroelastic saturated soil. The tunnel is considered …

A method is presented to study the three-dimensional quasi-static response of a multi-
layered poroelastic half-space with compressible constituents. The system under …

This paper examines the axisymmetric problem of a penny-shaped crack located in a
poroelastic halfspace that is modelled by Biot poroelasticity. The paper first examines the …

This paper proposes a precise model to investigate the time-dependent response of excess
pore-water pressure in stratified saturated soil induced by coupling effects from temperature …

The paper examines the role of irreversibility of skeletal deformations of a consolidating soil
and its role in the pedagogy for explaining the development of pore fluid pressures in …

This paper presents a fractional derivative modeling for axisymmetric consolidation of
multilayered cross-anisotropic viscoelastic porous media. The elastic solution for …

Based on the extended precise integration method, we investigate the multi-dimensional
consolidation problem of transversely isotropic viscoelastic saturated soils. Firstly, we …

A multidisciplinary field, encompassing both geophysics and civil engineering,
geomechanics deals with the deformation and failure process in geomaterials such as soil …