Open access
Sep 2026
Numerical Analysis of Joint-Controlled Slope Stability under Blasting-Induced Vibration: A Case Study of the Jakarta-Bandung High-Speed Railway Tunnel 4
Blasting for Tunnel 4 of the Jakarta–Bandung High-Speed Railway is conducted close to an active andesite quarry, where blast-induced vibration may interact with pre-existing discontinuities and groundwater to reduce slope stability. This study evaluates the combined effects of joint structure, groundwater conditions, a...
Fariz Aditya, B. Sulistianto, T. Karian et al.
· Journal of Geoscience, Engin... · 0 citations