Study on the Fracture Behavior of Cracks Emanating from Tunnel Spandrel under Blasting Loads by Using TMCSC Specimens

<div>Rationality analysis of TMCSC specimens (<i>θ</i> = −75° to 75°) dimensions.</div>

Shock and Vibration

Figure 3: Study on the Fracture Behavior of Cracks Emanating from Tunnel Spandrel under Blasting Loads by Using TMCSC Specimens 