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>The fitting parameters of “<i>a</i>” and “<i>b</i>” based on equation (<a href="https://static.hindawi.com/articles/ace/volume-2021/6639178/figures/#EEq8">8</a>) for all the test materials.</div>

Advances in Civil Engineering

fig8

Figure 8

Figure 8: 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 8 | Laboratory Investigation on the Stress-Dependent Anisotropic Shear Wave Velocity (Vs) and Coefficient of Lateral Earth Pressure at Rest (K0) of Granular Materials 