Detonation Dynamics and Damage Behavior of Segmented Tunnel Charges with Shaped Liners
To precisely control the tunnel smooth blasting effect, this study conducts both model experiments and numerical simulations to investigate the impact of shaped charge jet initiation on emulsion explosives and surrounding rock damage fractal characteristics under different ratios of the main-to-secondary charge lengths (L1/L2). The study also includes field validation. The results indicate the following: (1) The Arbitrary Lagrangian–Eulerian (ALE) method can accurately reproduce the formation, motion, impact, initiation, and dynamic damage evolution of a shaped charge jet inside a blast hole, with a deviation of less than 6.4% compared to high-speed photography observations. (2) Under the working conditions in this study, when an axial aluminum energetic liner and two-stage air-segmented charge in the peripheral holes are used, the fractal dimension (Df) initially increases from 1.57 to 1.66 and then decreases to 1.41 as the L1/L2 ratio increases. (3) Field test results demonstrate that, when using a two-segment explosive charge with a 20 cm gap between segments and an L1/L2 ratio of 2, the average over- or under-excavation is controlled within 7 cm, with the maximum deviation not exceeding 12 cm. The corresponding average fragment size (d50) is minimized, resulting in an excellent smooth blasting effect and effectively controlling the fragmentation of the smooth blasting layer. The conclusions of this study provide valuable insights for the development of advanced shaped charge blasting techniques.
Authors
- Wenxue Gao (ORCID: https://orcid.org/0000-0001-8030-8432)
- Zhuo Li (ORCID: https://orcid.org/0000-0002-7910-3816)
- Yongbo Wu (ORCID: https://orcid.org/0009-0008-0881-5120)
- Zhenye Zhu (ORCID: https://orcid.org/0000-0001-9601-7963)
- Hongbing Yu (ORCID: https://orcid.org/0000-0002-1099-4710)
- Bo Lv (ORCID: https://orcid.org/0000-0002-3448-8986)
- Xiaojun Zhang (ORCID: https://orcid.org/0000-0001-8971-519X)
Institutions
- Beijing University of Technology (CN)
- Beijing University of Civil Engineering and Architecture (CN)
Publication Details
- Journal
- Buildings
- Published
- 2025-08-08
- DOI
- https://doi.org/10.3390/buildings15162815
- Citations
- 3
- Primary Topic
- Structural Response to Dynamic Loads
- Type
- article
- Field-Weighted Citation Impact
- 2.86
Funders
- National Natural Science Foundation of China