Laboratory Investigation on the Stress-Dependent Anisotropic Shear Wave Velocity (Vs) and Coefficient of Lateral Earth Pressure at Rest (<i>K</i><sub>0</sub>) of Granular Materials

<div>Grain size distribution of glass beads, Ottawa sands, and silica sands.</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Laboratory Investigation on the Stress-Dependent Anisotropic Shear Wave Velocity (Vs) and Coefficient of Lateral Earth Pressure at Rest (<i>K</i><sub>0</sub>) of Granular Materials 

Figure 2 | Laboratory Investigation on the Stress-Dependent Anisotropic Shear Wave Velocity (Vs) and Coefficient of Lateral Earth Pressure at Rest (K0) of Granular Materials 