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Poroelastodynamics: linear models, analytical solutions, and numerical methods
M Schanz - 2009 - asmedigitalcollection.asme.org
This article presents an overview on poroelastodynamic models and some analytical
solutions. A brief summary of Biot's theory and of other poroelastic dynamic governing …
solutions. A brief summary of Biot's theory and of other poroelastic dynamic governing …
Mechanics and thermodynamics of saturated/unsaturated porous materials and quantitative solutions
BA Schrefler - Appl. Mech. Rev., 2002 - asmedigitalcollection.asme.org
Models for thermo-hydro-mechanical behavior of saturated/unsaturated porous media are
reviewed. The necessary balance equations are derived using averaging theories …
reviewed. The necessary balance equations are derived using averaging theories …
[KIRJA][B] The finite element method in the static and dynamic deformation and consolidation of porous media
RW Lewis, BA Schrefler - 1999 - books.google.com
The Finite Element Method in the Static and Dynamic Deformation and Consolidation of
Porous Media Second Edition Roland W. Lewis, University of Wales Swansea, UK Bernard …
Porous Media Second Edition Roland W. Lewis, University of Wales Swansea, UK Bernard …
[KIRJA][B] Liquefaction Around Marine Structures (With CD-ROM)
BM Sumer - 2014 - books.google.com
This book, whose primary aim is to describe liquefaction processes and their implications for
marine structures such as pipelines, sea outfalls, quay walls and caisson breakwaters …
marine structures such as pipelines, sea outfalls, quay walls and caisson breakwaters …
Computational modeling of cyclic mobility and post-liquefaction site response
A Elgamal, Z Yang, E Parra - Soil Dynamics and Earthquake Engineering, 2002 - Elsevier
Under seismic excitation, liquefied clean medium to dense cohesionless soils may regain a
high level of shear resistance at large shear strain excursions. This pattern of response …
high level of shear resistance at large shear strain excursions. This pattern of response …
A depth‐integrated, coupled SPH model for flow‐like landslides and related phenomena
M Pastor, B Haddad, G Sorbino… - … Journal for numerical …, 2009 - Wiley Online Library
In the past decades, flow‐like catastrophic landslides caused many victims and important
economic damage around the world. It is therefore important to predict their path, velocity …
economic damage around the world. It is therefore important to predict their path, velocity …
Application of a SPH depth-integrated model to landslide run-out analysis
M Pastor, T Blanc, B Haddad, S Petrone… - Landslides, 2014 - Springer
Hazard and risk assessment of landslides with potentially long run-out is becoming more
and more important. Numerical tools exploiting different constitutive models, initial data and …
and more important. Numerical tools exploiting different constitutive models, initial data and …
Material point method for coupled hydromechanical problems
This paper describes a new formulation of the material point method (MPM) for solving
coupled hydromechanical problems of fluid-saturated soil subjected to large deformation. A …
coupled hydromechanical problems of fluid-saturated soil subjected to large deformation. A …
Two‐phase dynamic analysis by material point method
I Jassim, D Stolle, P Vermeer - International journal for …, 2013 - Wiley Online Library
This paper extends the material point method to analyze coupled dynamic, two‐phase
boundary‐valued problems via a velocity formulation, in which solid and fluid phase …
boundary‐valued problems via a velocity formulation, in which solid and fluid phase …
Thermohydromechanics of partially saturated geological media: governing equations and formulation of four finite element models
J Rutqvist, L Börgesson, M Chijimatsu… - International journal of …, 2001 - Elsevier
This paper presents the general governing equations for coupled thermohydromechanical
(THM) processes in saturated and unsaturated geologic formations and reviews four finite …
(THM) processes in saturated and unsaturated geologic formations and reviews four finite …