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Application example: Field Velocity Resistivity Probe (FVRP) for predicting pore pressure parameter B
Even though the pore pressure parameter B is essential to understand the soil condition,
directly obtaining this value in a field test is difficult. The objective of this study is to propose …
directly obtaining this value in a field test is difficult. The objective of this study is to propose …
[PDF][PDF] BOUNDARY ELEMENT METHOD APPLIED TO PORO-ELASTODYNAMIC PROBLEMS: APPLICATION TO SOIL-FOUNDATION INTERACTION
M HADID, F GHERBOUDJ - researchgate.net
A boundary element model is presented for the computation of dynamic stiffness of trip
foundations resting on or embedded in visco poroelastic soils according to the Biot's theory …
foundations resting on or embedded in visco poroelastic soils according to the Biot's theory …
[PDF][PDF] DYNAMIC RESPONSE OF NONLINEAR POROELASTIC MULTILAYERED SOIL PROFILE
MYM Hadjebar, M Hadid - academia.edu
Dynamics responses of poroelastic multilayered soil are evaluated using the exact stiffness
matrix formulation based on Biot's theory. The soil non linearity is taken into account via the …
matrix formulation based on Biot's theory. The soil non linearity is taken into account via the …
[PDF][PDF] Effect Of Physical And Geotechnical Porous Media Properties On Response Spectra
M Hadid, MY Mahdia, H Bensekirifa - academia.edu
The objective of this work consists on development of a procedure for evaluation of
response spectra by taking account of site effects. So, the stiffness matrix method …
response spectra by taking account of site effects. So, the stiffness matrix method …
[PDF][PDF] ÉTUDE DYNAMIQUE DES FONDATIONS FILANTES ENTERREES DANS UN SOL PORO-ELASTIQUE PAR LA METHODE DES ELEMENTS DE FRONTIERE
F GHERBOUDJ, M HADID - researchgate.net
Résumé Les résultats d'une investigation numérique de la réponse dynamique des
fondations filantes rigides, superficielles ou enterrées dans un sol poro-viscoélastique, à …
fondations filantes rigides, superficielles ou enterrées dans un sol poro-viscoélastique, à …