journal article·2026-06-17Open access

Influence of Slot Angle and Hole Spacing on Directional Crack Propagation in Sandstone with V-Shaped Slotted Blastholes

Bin Zhang, Jianlin Li, Yao Li, Zijian Huang, Xuefu Zhang, Xiaogang Li, Peng Ding

Applied Sciences· Volume 16· Issue 12

Abstract

To improve the directional propagation of blasting-induced cracks in sandstone and reduce over-excavation, under-excavation, and surrounding-rock damage caused by conventional circular blastholes, circular and V-shaped slotted blasthole models were established in LS-DYNA. The ALE fluid–solid coupling algorithm was adopted to investigate the effects of slot angle on the effective stress field, crack propagation pattern, and crack control index. The stress field theory at the tip of the V-shaped slot was further used to explain the directional cracking mechanism. On this basis, a two-hole V-slotted blasting model is established to analyze the influence of hole spacing on crack penetration. The results show that the V-shaped slot can form an obvious stress concentration at the tip, which changes the crack from approximately isotropic extension to directional extension along the direction of the slots. Under the present two-dimensional homogeneous sandstone model with simultaneous initiation, the 60° slot angle corresponds to the highest peak effective stress and crack control index. For the synchronized two-hole model, when the hole spacing is 70–90 cm, namely the ratio of hole spacing to blasthole diameter is approximately 14–18, the inter-hole crack penetration effect is better, and the proportion of effective cracks along the slot direction is about 80%. These results provide baseline numerical references for sandstone-controlled blasting parameter design under the modeling conditions of this study.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Rock Mechanics and Modeling · Grouting, Rheology, and Soil Mechanics · Structural Response to Dynamic Loads

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil and Hydraulic Engineering, Chongqing University of Science and Technology, Chongqing 401331, China

School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China

Key Laboratory for Highway Bridge and Tunnel of Shanxi Province, Chang’an University, Middle-Section of Nan’er Huan Road, Xi’an 710064, China

T.Y. Lin International Engineering Consulting (China) Co., Ltd., Chongqing 401121, China

References (32)

Show source-provided references
1. An AI-powered approach to improving tunnel blast performance considering geological conditions10.1016/j.tust.2023.105508 ↗
2. Investigation on overbreak and underbreak of pre-stressed tunnels under the impact of decoupled charge blasting10.1016/j.ijimpeng.2023.104784 ↗
3. Experimental study on dynamic response of existing tunnel lining structure by adjacent tunnel blasting load10.1038/s41598-025-12687-z ↗
4. Review of predicting the blast-induced ground vibrations to reduce impacts on ambient urban communities10.1016/j.jclepro.2020.121135 ↗
5. Wu, C., Luo, F., Li, B., Lin, G., Hu, B., Zhang, X., and Nie, M. (2025). Influence of blast hole shape and in-situ stress on blast damage evolution in granite by numerical simulation. Front. Earth Sci., 13.10.3389/feart.2025.1645740 ↗
6. Numerical study on an innovative shaped charge approach of rock blasting and the timing sequence effect in microsecond magnitude10.1007/s00603-021-02516-w ↗
7. Zhang, X., Ma, R., Yang, Y., Fu, T., Tian, Y., Yan, H., Wang, D., Jiao, X., and Zhou, H. (2024). Study on the influence ofslotted empty hole parameters on directional fracture blasting effect. Buildings, 14.10.3390/buildings14124077 ↗
8. Directional fracture mechanism and advantages of slit and notched coupled blasting10.1016/j.engfracmech.2025.111303 ↗
9. Influence of rock strength on the propagation of slotted cartridge blasting-induced directional cracks10.1155/2019/5752189 ↗
10. Numerical simulation of blasting behavior of rock mass with cavity under high in-situ stress10.1038/s41598-024-67088-5 ↗
11. Crack extension characteristics of deep hole pre-splitting blasting under different in-situ stress fields and drill geometries: A numerical study10.1007/s00603-024-04244-3 ↗
12. Ding, C., Su, H., Yang, H., and Xiao, C. (2024). Fracture and damage of slit charge blasting in the layered rock mass. Appl. Sci., 14.10.3390/app14135840 ↗
13. Directional fracturing by slotting-blasting-caused stress wave form changes10.1016/j.ijimpeng.2019.02.002 ↗
14. Kernel broken smooth particle hydrodynamics method for crack propagation simulation applied in layered rock cells and tunnels10.1016/j.undsp.2022.08.005 ↗
15. Dynamic response analysis on the slotting hole blasting in rock tunnels and comparative study on simulation methods10.1063/5.0282740 ↗
16. Analysis of the influence of shear-tensile resistance and rock-breaking effect of cutting holes10.1038/s41598-024-55640-2 ↗
17. Theoretical and numerical research on V-cut parameters and auxiliary cuthole criterion in tunnelling10.1155/2020/8568153 ↗
18. Analysis of damage mechanisms and optimization of cut blasting design under high in-situ stresses10.1016/j.tust.2017.03.009 ↗
19. Performance assessment of the circular-cut blasting by numerical analysis10.1080/12269328.2004.10541224 ↗
20. Yu, T., Sun, J., Wang, J., Feng, J., Chen, L., Su, G., Man, J., and Wu, Z. (2024). Study on the propagation law and waveform characteristics of a blasting shock wave in a highway tunnel with the bench method. Buildings, 14.10.3390/buildings14092802 ↗
21. Determination of Parameters of Johnson-Holmquist-II (JH-2) Constitutive Model for Red Sandstone10.1088/1742-6596/2002/1/012071 ↗
22. A modified JH2 model with improved strength model, damage evolution, and equation of state for rock under impact and blasting loads10.1016/j.mechmat.2022.104454 ↗
23. Liu, K., Li, Q., Wu, C., Li, X., and Zhu, W. (2023). Influence of in-situ stress on cut blasting of one-step raise excavation using numerical analysis based on a modified Holmquist-Johnson-Cook model. Materials, 16.10.3390/ma16093415 ↗
24. Analysis of Fracture Network Formation Mechanisms and Main Controlling Factors of Methane Explosion Fracturing in Deep Shale Reservoir10.1007/s00603-024-03908-4 ↗
25. Farag, G., and Chinnayya, A. (2024). On the Jones-Wilkins-Lee equation of state for high explosive products. Propellants Explos. Pyrotech., 49.10.1002/prep.202300223 ↗
26. Safety assessment of underground steel pipelines with CFRP protection against subsurface blast loading10.1016/j.istruc.2023.06.001 ↗
27. Experimental investigation of decoupled charge effect on rock fragmentation by blasting10.1007/s00603-022-02823-w ↗
28. Rate-dependent constitutive modelling blasting crack initiation and propagation in rock masses10.1007/s40789-023-00633-1 ↗
29. Numerical investigation on optimal blasting parameters of tunnel face in granite rock10.1016/j.simpat.2023.102854 ↗
30. Power series solution of stress and displacement at the tip of a V-notch
31. Complete elastic-plastic stress asymptotic solutions near general plane V-notch tips10.1016/j.apm.2020.04.023 ↗
32. A simplified method to predict the local stress field and N-SIF of V-shaped notch10.1016/j.engfracmech.2020.107096 ↗