The permeability of saturated soils has great influence on the velocities and attenuation characteristics of fast compressional wave P1, low compressional wave P2, and shear wave S in saturated soils, respectively. In three different cases, namely zero, finite, and infinite permeability, the wave equations and theoretical velocities of P1, P2, and S wave in saturated soils are given based on the u-w-p equation, respectively. According to the solutions of the wave equations, the real velocities and attenuation coefficients of three waves are redefined, respectively. In different saturated soils, the influences of the permeability and the loading frequency on the wave velocities and attenuation are discussed, respectively. Moreover, the suita...
Soil permeability is one of key factors in the prediction of the wave-induced seabed response, which...
Recently a theoretical model for elastic wave speeds in partially-saturated soils proposed by Brutsa...
To investigate the influence of pore size effect on dynamic response of saturated soil foundation, a...
Based on the wave equations established by the authors, the dispersion characteristics of elastic wa...
The problem of Rayleigh waves in a semi-infinite saturated soil medium is reconsidered in this study...
A careful look into the pertinent models of poroelasticity reveals that in water-saturated sediments...
Wave propagation in porous media is of interest in various diversified areas of science and engineer...
In geotechnical earthquake engineering, wave propagation plays a fundamental role in engineering app...
A unification of the theories of Biot and Weiskopf has been made to form the suitable equations of m...
As a dynamic response, the wave propagation phenomenon usually varies with different media. In this ...
The propagation of Primary (P) and Secondary (S) waves has garnered increasing interest due to its a...
A systematic study of wave theory in thermoviscoelastic soil is essential for engineering applicatio...
Water-saturated porous materials can sustain two types of compression waves, of which the second typ...
Abstract: A new artifi cial boundary model based on multi-directional transmitting and viscous-sprin...
Mechanical characteristics of soils under dynamic and static loads are determined in laboratory cond...
Soil permeability is one of key factors in the prediction of the wave-induced seabed response, which...
Recently a theoretical model for elastic wave speeds in partially-saturated soils proposed by Brutsa...
To investigate the influence of pore size effect on dynamic response of saturated soil foundation, a...
Based on the wave equations established by the authors, the dispersion characteristics of elastic wa...
The problem of Rayleigh waves in a semi-infinite saturated soil medium is reconsidered in this study...
A careful look into the pertinent models of poroelasticity reveals that in water-saturated sediments...
Wave propagation in porous media is of interest in various diversified areas of science and engineer...
In geotechnical earthquake engineering, wave propagation plays a fundamental role in engineering app...
A unification of the theories of Biot and Weiskopf has been made to form the suitable equations of m...
As a dynamic response, the wave propagation phenomenon usually varies with different media. In this ...
The propagation of Primary (P) and Secondary (S) waves has garnered increasing interest due to its a...
A systematic study of wave theory in thermoviscoelastic soil is essential for engineering applicatio...
Water-saturated porous materials can sustain two types of compression waves, of which the second typ...
Abstract: A new artifi cial boundary model based on multi-directional transmitting and viscous-sprin...
Mechanical characteristics of soils under dynamic and static loads are determined in laboratory cond...
Soil permeability is one of key factors in the prediction of the wave-induced seabed response, which...
Recently a theoretical model for elastic wave speeds in partially-saturated soils proposed by Brutsa...
To investigate the influence of pore size effect on dynamic response of saturated soil foundation, a...