Blasting of Unstable Rock Elements on Steep Slopes
Source abstract
Abstract
The improvement of safety conditions on hazardous rock slopes in civil work, mining and quarrying, and urban environments can be achieved through the use of explosives for the removal of unstable rock elements and final profiling. This technique is often applied because, in most cases, drill and blast operations, where they can be used, are cheaper and faster than other techniques and require fewer subsequent maintenance interventions. Blasting represents a suitable and effective solution in terms of different geometries, rock formation types, access to site, safety, and the long-term durability of results. The primary purpose of this approach is the improvement of the safety conditions of sites, depending on their local features, as well as the safety of workers, so that the blasting scheme, geometry, and firing can be carefully adapted, thus imposing relevant limitations on the operating techniques. All these constraints associated with complex logistics make it difficult to standardize the demolition technique, due to different situations in terms of extension, location, fracturing state, and associated traffic risk. Considering the significant number of influencing factors for both the rock mass features and for the topography, the present research has been necessarily validated through the analysis of several case histories, thus on an experiential basis focusing on some simple control parameters to help engineers and practitioners regarding the first design and control of blasting schemes.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Rock Mechanics and Modeling · Landslides and related hazards · Geophysical Methods and Applications
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Management, Università di Torino, 10100 Torino, Italy
Earth Sciences Department, Università di Torino, 10100 Torino, Italy
Dipartimento di Ingegneria dell’Ambiente, del Territorio e delle Infrastrutture (DIATI), Politecnico di Torino, 10129 Torino, Italy
References (33)
Show source-provided references
1. Damage and contour quality in rock excavations for quarrying and tunnelling: Assessment for properties and solutions for stability10.1088/1755-1315/833/1/012137 ↗
2. Influence of geological conditions on the powder factor for tunnel blasting10.1016/j.ijrmms.2004.03.095 ↗
3. Assessment of contour profile quality in D&B tunnelling10.1016/j.tust.2018.02.007 ↗
4. Fragment size distribution and its probability distribution in blasted rock mass in a natural stone quarry10.17580/gzh.2022.04.08 ↗
5. Study of blasting effect on bench stability10.1088/1755-1315/833/1/012196 ↗
6. A Statistical Analysis of Fragmentation After Single Hole Bench Blasting10.1007/s006030050018 ↗
7. A model study to measure fragmentation by blasting
8. A Numerical Study on the Screening of Blast-Induced Waves for Reducing Ground Vibration10.1007/s00603-008-0016-y ↗
9. Blasting efficiency in granite aggregate quarry based on the combined effects of fragmentation and weighted environmental hazards10.33271/mining17.01.120 ↗
10. Powder factor prediction in blasting operation using rock geo-mechanical properties and geometric parameters
11. Previsione dei consumi di esplosivo e di lavoro di perforazione nello scavo di gallerie
12. Cardu, M., Clerici, C., Frisa Morandini, A., Mancini, R., and Occella, E. (1993, January 23–28). An experimental research on the comminution law and work index concepts in jaw crushers. Proceedings of the XVIII International Mineral Processing Congress, Sidney, Australia.
13. Comparison of Blast-Induced Damage Between Presplit and Smooth Blasting of High Rock Slope10.1007/s00603-013-0475-7 ↗
14. Study of the Powder Factor in Surface Bench Blasting10.1016/j.proeps.2015.08.142 ↗
15. Reinforcement design and control of rock slopes above tunnel portals in Northern Italy10.1016/j.ijrmms.2004.03.136 ↗
16. Berta, G. (1985). L’esplosivo Strumento di Lavoro, Italesplosivi.
17. An investigation into the tensile behaviour of a schistose rock10.1016/0148-9062(90)90526-8 ↗
18. Beseitigung der Bergsturzgefahr am Kirchberg in Meiringen (Schweiz) durch Sprengarbeit
19. Dorval, P. (2025, January 09). Abattage d’un Diedre Rocheux Instable. Route 155, Grandes Piles. Available online: https://seeq.qc.ca/wp-content/uploads/2016/06/Article-2-Dynamitage-dun-di%C3%A8dre-rocheux-instable-Route-155-Grandes-Piles-P-Dorval.pdf.
20. Cardu, M., Oggeri, C., Peila, D., and Casale, M. (2004, January 11–12). Bonifiche con esplosivo. Proceedings of the Conference: “Bonifica di Versanti Rocciosi per la Protezione del Territorio”, Trento, Italy.
21. Improvements of safety conditions of unstable rock slopes through the use of explosives10.5194/nhess-8-473-2008 ↗
22. Effect of Stemming to Burden Ratio and Powder Factor on Blast Induced Rock Fragmentation– A Case Study10.1088/1757-899X/225/1/012191 ↗
23. Sensitivity analysis on blast design parameters to improve bench blasting outcomes using the Taguchi method10.1007/s40948-023-00540-4 ↗
24. Characteristic Impedance and Its Applications to Rock and Mining Engineering10.1007/s00603-023-03216-3 ↗
25. Technological schemes of blasting operations for ensuring stability of Amantaytau quarry slopes10.1051/e3sconf/202454805013 ↗
26. Holmberg, R. (2011). Blast optimization with impedance matching using surface-wave tomography at an opencast coal mine. Lisbon Conference Proceedings, European Federation of Explosives Engineers.
27. Impedance Matching Algorithm for Selection of Suitable Explosives for Any Rock Mass—A Case Study
28. Imashev, A., Mussin, A., and Adoko, A.C. (2024). Investigating an Enhanced Contour Blasting Technique Considering Rock Mass Structural Properties. Appl. Sci., 14.10.3390/app142311461 ↗
29. Engin, I.C. (2010). A Practical Method of Bench Blasting Design for Desired Fragmentation Based on Digital Image Processing Technique and Kuz-Ram Model, Taylor & Francis Group. Rock Fragmentation by Blasting—Sanchidrián Edition.
30. Reccord, T. (2018, January 7–11). Rock Scaling contractor’s risk. Managing Highway Rock Slope Scaling. Proceedings of the Transportation Research Board 97th Annual Meeting, Washington, DC, USA. Available online: https://trid.trb.org/View/1688103.
31. Jelušič, P., Vlastelica, G., and Žlender, B. (2024). Sustainable Retaining Wall Solution as a Mitigation Strategy on Steep Slopes in Soft Rock Mass. Geosciences, 14.10.3390/geosciences14040090 ↗
32. Thomson, S. (2012). Controlling fragmentation. Fragmentation, International Mining, Team Publ.
33. Gao, P., Pan, C., Zong, Q., and Dong, C. (2023). Rock fragmentation size distribution control in blasting: A case study of blasting mining in Changjiu Shenshan limestone mine. Front. Mater., 10.10.3389/fmats.2023.1330354 ↗