Research Article
Study on the Lateral Dynamic Impedance of Pile Groups in Transversely Isotropic Soil Using Novak’s Plane Model
Figure 9
(a) Influence of pile-soil modulus ratio on lateral dynamic stiffness of pile groups in transversely isotropic soil. (b) Influence of pile-soil modulus ratio on lateral dynamic damping of pile groups in transversely isotropic soil.
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