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

<div>Cracks distribution varying with <i>α</i>. (a) <i>α</i> = 26°. (b) <i>α</i> = 34°. (c) <i>α</i> = 41°. (d) <i>α</i> = 52°.</div>

Advances in Civil Engineering

Figure 5: Mechanical Behavior and Calculation Method for RC Fifteen-Pile Cap of Mixed Passenger and Freight Railway Bridge 