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Application of Shaped Charge Tubes with Different Materials in Smooth Blasting of Fractured Surrounding Rock
BLASTING 2026, 43(2): 235-244
Published: 15 June 2026
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This study investigates limitations of conventional shaped-charge blasting in tunnel smooth blasting applications, including excessive charge concentration, operational challenges in charge placement, and induced over-break and surrounding rock damage from concentrated bottom charges. To address these problems, an innovative PVC semi-tubular clasp-shaped charge tube was developed. Following initial effectiveness validation, a reusable steel slit-type charge tube was subsequently designed specifically for weak and fractured surrounding rock mass. Numerical simulations comparing shaped-charge effects between PVC and steel slit-type charge tubes revealed that the steel variant exhibited a substantially greater peak stress concentration at the slit and generated longer fracture propagation lengths than its PVC counterpart. The steel slit-shaped charge tube achieved a peak pressure ratio of 5.51 between the slit and non-slit directions, significantly surpassing the PVC tube's ratio of 1.65, thereby demonstrating superior directional energy concentration and protection of the surrounding rock mass. In double-hole blasting tests, the steel slit-shaped charge tube achieved results equivalent to those of the PVC tube at a significantly lower linear charge density (113 g/m vs. 314 g/m), demonstrating enhanced directional fracturing efficiency and superior protection for the weak and fractured surrounding rock mass. Field tests in jointed tunnel rock confirmed that the PVC-shaped charge tube enabled uniform explosive distribution and controlled directional energy release, effectively increasing half-cast hole rate while minimizing damage to the retained surrounding rock mass. Comparative blasting tests with/without the steel slit-shaped charge tube confirmed its effective directional energy concentration and reusability. Results demonstrate this steel tube's superior suitability for blasting projects in weak and fractured surrounding rock masses, achieving effective disturbance control with reduced explosive quantities while showing significant potential for practical engineering applications and widespread implementation.

Issue
Design and Engineering Application of New Energy Concentrating Tube
BLASTING 2025, 42(1): 159-165,198
Published: 23 August 2024
Abstract PDF (8.8 MB) Collect
Downloads:28

Smooth blasting is generally used to control tunnel formation, which requires managing the density of the line charge. Conventionally, air-spaced axial uncoupled charges are used and connected by detonating cords. However, detonating cords require a large amount, are expensive and difficult to approve, and cannot achieve uniform dispersion of charges. Currently, bottom-concentrated charging structures are used without using detonating cords in the surrounding holes of tunnel excavation, leading to serious over-excavation and under-excavation. To address this issue, a new type of energy-gathering tube has been designed. This new tube combines a PVC half tube and energy-gathering cover with a fixed ring, enabling precise control of explosive amounts, simplifying the charging process, and ensuring the stability of the entire device. It is not limited by the water environment, providing efficient energy transmission and effectively controlling tunnel over-excavation and under-excavation. To evaluate the blasting effect of the new energy-gathering tube, it was first verified through a sacrificial explosion test. The test showed that with the new tube, multiple sections of the detonated explosive can be stably transmitted at 30 cm intervals with a dosage of 60 g. Numerical simulations also demonstrated the good cutting effect of the new tube. This new energy-gathering tube was applied in the Dongshan Tunnel of the Fenyang Shilou Expressway, achieving smooth blasting without detonating cords with a line charge density of 200 g/m and a half-hole trace rate of 90%, effectively reducing over-excavation and under-excavation.

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