Research Article
Study on the Lateral Dynamic Impedance of Pile Groups in Transversely Isotropic Soil Using Novak’s Plane Model
Figure 7
(a) Influence of shear modulus ratio on lateral dynamic stiffness of pile groups in transversely isotropic soil. (b) Influence of shear modulus ratio on lateral dynamic damping of pile groups in transversely isotropic soil.
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