Mechanical Behavior and Calculation Method for RC Fifteen-Pile Cap of Mixed Passenger and Freight Railway Bridge

<div>Stress values and distribution of steel bars. (a) Transverse steel bars along the longitudinal position. (b) Longitudinal steel bars along the transverse position.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Mechanical Behavior and Calculation Method for RC Fifteen-Pile Cap of Mixed Passenger and Freight Railway Bridge 