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

<div>Isosurface of principal stresses distribution under vertical load or combined load. (a) Principal compressive stresses under vertical load. (b) Principal tensile stresses under vertical load. (c) Principal compressive stresses under combined load. (d) Principal tensile stresses under combined load.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Mechanical Behavior and Calculation Method for RC Fifteen-Pile Cap of Mixed Passenger and Freight Railway Bridge 