Elastic waves in continuous and discontinuous geological media by boundary integral equation methods: A review
GD Manolis, PS Dineva - Soil Dynamics and Earthquake Engineering, 2015 - Elsevier
In this review paper, we concentrate on the use of boundary integral equation (BIE) based
methods for the numerical modeling of elastic wave motion in naturally occurring media. The …
methods for the numerical modeling of elastic wave motion in naturally occurring media. The …
Fundamental solutions in 3D elastodynamics for the BEM: A review
PS Dineva, GD Manolis, F Wuttke - Engineering Analysis with Boundary …, 2019 - Elsevier
In this work, we attempt to collect all available fundamental solutions in 3D elastodynamics
that would be suitable for use in Boundary Element Method (BEM) formulations. Given that …
that would be suitable for use in Boundary Element Method (BEM) formulations. Given that …
Geotechnical aspects of offshore wind turbine dynamics from 3D non-linear soil-structure simulations
E Kementzetzidis, S Corciulo, WG Versteijlen… - Soil Dynamics and …, 2019 - Elsevier
The development of the offshore wind industry is motivating substantial research efforts
worldwide, where offshore wind turbines (OWTs) of increasing size are being installed in …
worldwide, where offshore wind turbines (OWTs) of increasing size are being installed in …
Comparison of monolithic and splitting solution schemes for dynamic porous media problems
Proceeding from the governing equations describing a saturated poroelastic material with
intrinsically incompressible solid and fluid constituents, we compare the monolithic and …
intrinsically incompressible solid and fluid constituents, we compare the monolithic and …
(De) compaction of porous viscoelastoplastic media: Model formulation
VM Yarushina, YY Podladchikov - Journal of Geophysical …, 2015 - Wiley Online Library
A nonlinear viscoelastoplastic theory is developed for porous rate‐dependent materials
filled with a fluid in the presence of gravity. The theory is based on a rigorous …
filled with a fluid in the presence of gravity. The theory is based on a rigorous …
A large deformation multiphase continuum mechanics model for shock loading of soft porous materials
ZT Irwin, JD Clayton… - International Journal for …, 2024 - Wiley Online Library
A large deformation, coupled finite‐element (FE) model is developed to simulate the
multiphase response of soft porous materials subjected to high strain‐rate loading. The …
multiphase response of soft porous materials subjected to high strain‐rate loading. The …
A naturally stabilized semi-Lagrangian meshfree formulation for multiphase porous media with application to landslide modeling
A stabilized meshfree formulation for modeling nonlinear, multiphase porous media with
application to landslide simulation is presented. To effectively capture the hydromechanical …
application to landslide simulation is presented. To effectively capture the hydromechanical …
[图书][B] Potential method in mathematical theories of multi-porosity media
M Svanadze - 2019 - Springer
The goal of this book is to investigate the three-dimensional problems of the mathematical
theories of elasticity and thermoelasticity for multi-porosity materials. The purposes of this …
theories of elasticity and thermoelasticity for multi-porosity materials. The purposes of this …
Vertical vibration of a circular foundation in a transversely isotropic poroelastic soil
T Senjuntichai, S Keawsawasvong… - Computers and …, 2020 - Elsevier
Analytical methods based on linear elasticity have been used to model the dynamic
response of foundations. These solutions commonly assume that soils are isotropic and …
response of foundations. These solutions commonly assume that soils are isotropic and …
Transient Green's functions of dislocations in transversely isotropic and layered poroelastic half-spaces
We derive, for the first time, the transient response (or Green's function, GF) induced by a
general point dislocation in a transversely isotropic and layered poroelastic half-space …
general point dislocation in a transversely isotropic and layered poroelastic half-space …