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We implement the SPH method for compressional deformation of solid samples and focus on uniaxial, biaxial and triaxial loading.
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In order to investigate the crack deformation at different stress conditions, a two-dimensional dynamic modeling method for crack deformation under progressively increasing compressional stress normal to the crack surface is proposed to simulate the natural process of crack closing.
The histogram for compressional waves are plotted in the top panels for comparison.
The histograms for compressional waves are shown in the top two panels of this figure.
Though the detail of the analysis is not given here for compressional waves observed with GTL, the histograms of Vxxav and βav at times of the compressional wave occurrence are shown for comparison.
A new analytical model for compressional damping is presented and compared with experimental results, with the Mead and Markus shear damping model, and with the Douglas and Yang compressional damping model.
As for compressional waves, background plasma flow and β conditions are significantly different from the case of transverse wave.
Jeffery's Eq. (7) and its extension to second order tensors (8) are valid for compressional cases, as well.
The increase in velocity is larger for compressional waves (~1.5 km/s) than for shear waves (~0.6 km/s).
A HM analytical solution for compressional wave propagation is first studied based on Biot's theory, which shows the existence of two types of compressional waves (fast and slow waves) and indicates that their characteristics (i.e. wave dispersion and attenuation) are highly dependent on some key geotechnical and seismic parameters (i.e. the permeability, soil stiffness and loading frequency).
The Curse Method, for instance.
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