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

<div>Curve of the reaction force proportion at pile top with vertical load when <i>α</i> changes. (a) <i>α</i> = 26°. (b) <i>α</i> = 52°. (c) <i>α</i> = 46°. (d) <i>α</i> = 27°.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Mechanical Behavior and Calculation Method for RC Fifteen-Pile Cap of Mixed Passenger and Freight Railway Bridge 