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">9</a>) for all the test materials.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: 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 10 | Laboratory Investigation on the Stress-Dependent Anisotropic Shear Wave Velocity (Vs) and Coefficient of Lateral Earth Pressure at Rest (K0) of Granular Materials 