Xin-Ping Li

Nonlinear response and damage evolution mechanisms of subsea tunnels in fault zones under static-dynamic loading

Abstract To address dynamic hazards in unlined subsea tunnels within fault fracture zones under high static loads and intense blasting impacts, this study investigates their nonlinear response and damage evolution. Taking the Qingdao Jiaozhou Bay Tunnel as a case study, we employed a self-developed shock simulation sys...