Numerical Investigation on Dynamic Performance of a Bridge-Tunnel Transition Section with a Deep Buried Pile-Plank Structure

<div>Tensile stress distribution for different cases. (a) Tensile stress contour of Case 3 at a certain time. (b) Maximum tensile stress for different cases.</div>

Advances in Civil Engineering

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Figure 19

Figure 19: Numerical Investigation on Dynamic Performance of a Bridge-Tunnel Transition Section with a Deep Buried Pile-Plank Structure 