Research Article
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Year 2025, Volume: 17 Issue: 2, 472 - 497, 15.07.2025
https://doi.org/10.29137/ijerad.1635246

Abstract

References

  • Alğın, H. M., Ekmen, A. B., & Yenmez, L. (2019). Three-Dimensional Finite Element Analysis of Piled Raft Foundations. Technical Journal, 30(5), 9443–9458. https://doi.org/10.18400/tekderg.399679 (In Turkish)
  • Amberg, W. A., Lombardi, G. (1974). Une méthode de calcul élstoplastique de l'état de tension et de déformation autour d'une cavité souterrain. Proc. 3rd Congr. Int. Soc. Rock Mech.,Vol. 2B, 1055–1060.
  • Aral, I.O., Tüysüz, O., (1999). Tethyan Sutures of Northern Turkey, Geological Society, v.156, 475-515, doi:10.1144/GSL.SP.1999.156.01.22
  • Avcı, Y., Ekmen, A. B., (2023). Artificial intelligence assisted optimization of rammed aggregate pier supported raft foundation systems based on parametric three-dimensional finite element analysis. Research Journal of The Institution of Structural Engineers, Vol. 56. https://doi.org/10.1016/j.istruc.2023.105031.
  • Barton, N., & Bandis, S. (1990). Review of predictive capabilities of JRC-JCS model in engineering practice. Proc International Symposium on Rock Joints, 28(4), 209. doi: 10.1016/0148-9062(91)90682-C.
  • Baş, S. (2019). Estimation of Seismic Response of R/C Frame Structures to Vertical Earthquake Motion Considering Fixed Support and Soil-Structure-Interaction (SSI). International Journal of Engineering Research and Development, 11(1), 7-17. https://doi.org/10.29137/umagd.482482
  • Cornejo, L. (1989). Instability at the face: its repercussion for tunnelling technology. 21(4), 69-74
  • Çoruh, E., Köksal, A. O., Kaplan, C., & Demirci, M. (2017). Construction Activities and Methodology of the Kop Tunnel. Journal of Science and Technology of Ordu University, 7(2), 275–288.
  • Çümen, Ö. F., & Karakaş, A. (2021). Engineering Geological Investigation of the Kırık Tunnel Route. Kocaeli Journal of Science and Engineering, 4(2), 93-102. doi: 10.34088/kojose.904895.
  • Dips V.7.018, (2020). Program Designed For The Interactive Analysis Of Orientation Based Geological Data. Rocscience Inc.
  • Ekmen, A.B., Avci, Y. (2023). Artificial Intelligence-Assisted Optimization of Tunnel Support Systems Based on the Multiple Three-Dimensional Finite Element Analyses Considering the Excavation Stages. Iran J Sci Technol Trans Civ Eng 47, 1725–1747. https://doi.org/10.1007/s40996-023-01109-7
  • Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings. (1992). Brussels, European committee for standardization
  • Furat, B. Ö., & Bulut, F. (2020). A Geotechnical and Support System Assessment of the Entrance and Exit Sections of the Right Tube of the Güneyce Highway Tunnel. Bulletin of the Chamber of Geological Engineers, 44(1), 1–18. https://doi.org/10.24232/jmd.740503
  • Hiçyılmaz, Ö. S., & Özçelik, M. (2019). Construction Activities of the T-5 Tunnel within the Ankara–Sivas High-Speed Railway Project. Journal of Engineering Sciences and Design, 7(2), 321–329. https://doi.org/10.21923/jesd.491825
  • Hoek, E. (2006), Practical Rock Engineering. Evert Hoek Consulting Engineer Inc.
  • Kahriman, A. (2023a). Blasting Excavation Design Report Based on Vibration Analysis for the Sarıyer–Kilyos Highway Tunnel Construction Project.
  • Kahriman, A. (2023b). Evaluation of Drilling and Blasting Models Implemented in the Tunnels of the Sarıyer–Kilyos Project.
  • Kahyaoğlu, H. (1998). Tunnel Works and the New Austrian Tunneling Method (NATM) with Reference to the TAG Motorway. In 4th Transportation Congress of the Chamber of Civil Engineers, pp. 49–64.
  • General Directorate of Highways. (2013). Highway Technical Specifications. Ankara, Türkiye: General Directorate of Highways.
  • Leca, E., & Panet, M. (1988). Analytical and Numerical Analysis of the Convergence-Confinement Method for Tunnel Design. Rock Mechanics and Rock Engineering, 21(2), 119-132.
  • Önorm B 2203-1. (2001). Vienna, Austrian Standards Institute.
  • Plaxis 2D V.21.01., (2021). Finite Element Program, Developed For The Analysis of Deformation, Stability And Groundwater Flow in Geotechnical Engineering. Plaxis bv, Bentley Systems Inc.
  • RocLab V.0.1., 2007. Rock Mass Strength Analysis using the Generalized Hoek-Brown Failure Criterion. Rocscience Inc.
  • Rabcewicz, L. (1964). The New Austrian Tunnelling Method, Part One. Water Power, 453–457.
  • Satıcı, Ö. (2006). Drilling and Blasting as a Tunnel Excavation Method. Researchgate. https://www.researchgate.net/publication/285057196_Drilling_and_blasting_as_a_tunnel_excavation_method?channel=doi&linkId=565b86c708aefe619b243d4d&showFulltext=true
  • Schubert, W., & Steindorfer, A. (1996). Advanced monitoring data evaluation for tunnels in poor rock. In Prediction and Performance in Rock Mechanics and Rock Engineering, Proceedings EUROCK ´96, Vol. 2 (pp. 1041-1046).
  • Singh S. P., Xavier, P. (2004). Causes, impact and control of overbreak in underground excavations. Tunnelling and Underground Space Technology, 20(2005) 63-71.
  • UnWedge V.5.017, (2023). Program Designed for The Analysis of The Geometry and Stability of Underground Wedges Defined by Intersecting Structural Discontinuities in The Rock Mass Surrounding an Underground Excavation. Rocscience Inc.

Investigation of The Effectiveness of Blasting Patterns in Tunnel Excavations: The Case of The Sarıyer - Kilyos Tunnel

Year 2025, Volume: 17 Issue: 2, 472 - 497, 15.07.2025
https://doi.org/10.29137/ijerad.1635246

Abstract

A twin-tube tunnel, approximately 6900 meters in length, is planned within The Sarıyer - Kilyos Connection Road. The excavation of tunnels in various geological formations will be carried out using a hybrid approach, employing both the NATM (New Austrian Tunneling Method) and TBM (Tunnel Boring Machine) techniques. The first TBM push will be performed within a Cavern structure, manufactured inside the tunnel, which is uncommon in size globally. This study aims to examine the geological structure, soil surveys, temporary support calculations, and applied support elements for the NATM tunnels located on the main tunnel, compare the rock classes predicted during the design phase with those encountered during construction, and propose new blasting design solutions based on tunnel face data, addressing issues experienced during the application of the blasting pattern. The study includes alignment data, tunnel section, geology and geotechnical parameters, excavation support analysis methods, excavation techniques, support element applications, temporary and permanent drainage systems, predicted blasting patterns, and optimal blasting designs based on trial blasts. The findings highlight the differences between the predicted and encountered rock classes during excavation, and revisions to blasting patterns in response to varying rock properties. The impact of design changes on blasting performance, costs, preparation, blasting, and excavation removal times is also discussed.

References

  • Alğın, H. M., Ekmen, A. B., & Yenmez, L. (2019). Three-Dimensional Finite Element Analysis of Piled Raft Foundations. Technical Journal, 30(5), 9443–9458. https://doi.org/10.18400/tekderg.399679 (In Turkish)
  • Amberg, W. A., Lombardi, G. (1974). Une méthode de calcul élstoplastique de l'état de tension et de déformation autour d'une cavité souterrain. Proc. 3rd Congr. Int. Soc. Rock Mech.,Vol. 2B, 1055–1060.
  • Aral, I.O., Tüysüz, O., (1999). Tethyan Sutures of Northern Turkey, Geological Society, v.156, 475-515, doi:10.1144/GSL.SP.1999.156.01.22
  • Avcı, Y., Ekmen, A. B., (2023). Artificial intelligence assisted optimization of rammed aggregate pier supported raft foundation systems based on parametric three-dimensional finite element analysis. Research Journal of The Institution of Structural Engineers, Vol. 56. https://doi.org/10.1016/j.istruc.2023.105031.
  • Barton, N., & Bandis, S. (1990). Review of predictive capabilities of JRC-JCS model in engineering practice. Proc International Symposium on Rock Joints, 28(4), 209. doi: 10.1016/0148-9062(91)90682-C.
  • Baş, S. (2019). Estimation of Seismic Response of R/C Frame Structures to Vertical Earthquake Motion Considering Fixed Support and Soil-Structure-Interaction (SSI). International Journal of Engineering Research and Development, 11(1), 7-17. https://doi.org/10.29137/umagd.482482
  • Cornejo, L. (1989). Instability at the face: its repercussion for tunnelling technology. 21(4), 69-74
  • Çoruh, E., Köksal, A. O., Kaplan, C., & Demirci, M. (2017). Construction Activities and Methodology of the Kop Tunnel. Journal of Science and Technology of Ordu University, 7(2), 275–288.
  • Çümen, Ö. F., & Karakaş, A. (2021). Engineering Geological Investigation of the Kırık Tunnel Route. Kocaeli Journal of Science and Engineering, 4(2), 93-102. doi: 10.34088/kojose.904895.
  • Dips V.7.018, (2020). Program Designed For The Interactive Analysis Of Orientation Based Geological Data. Rocscience Inc.
  • Ekmen, A.B., Avci, Y. (2023). Artificial Intelligence-Assisted Optimization of Tunnel Support Systems Based on the Multiple Three-Dimensional Finite Element Analyses Considering the Excavation Stages. Iran J Sci Technol Trans Civ Eng 47, 1725–1747. https://doi.org/10.1007/s40996-023-01109-7
  • Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings. (1992). Brussels, European committee for standardization
  • Furat, B. Ö., & Bulut, F. (2020). A Geotechnical and Support System Assessment of the Entrance and Exit Sections of the Right Tube of the Güneyce Highway Tunnel. Bulletin of the Chamber of Geological Engineers, 44(1), 1–18. https://doi.org/10.24232/jmd.740503
  • Hiçyılmaz, Ö. S., & Özçelik, M. (2019). Construction Activities of the T-5 Tunnel within the Ankara–Sivas High-Speed Railway Project. Journal of Engineering Sciences and Design, 7(2), 321–329. https://doi.org/10.21923/jesd.491825
  • Hoek, E. (2006), Practical Rock Engineering. Evert Hoek Consulting Engineer Inc.
  • Kahriman, A. (2023a). Blasting Excavation Design Report Based on Vibration Analysis for the Sarıyer–Kilyos Highway Tunnel Construction Project.
  • Kahriman, A. (2023b). Evaluation of Drilling and Blasting Models Implemented in the Tunnels of the Sarıyer–Kilyos Project.
  • Kahyaoğlu, H. (1998). Tunnel Works and the New Austrian Tunneling Method (NATM) with Reference to the TAG Motorway. In 4th Transportation Congress of the Chamber of Civil Engineers, pp. 49–64.
  • General Directorate of Highways. (2013). Highway Technical Specifications. Ankara, Türkiye: General Directorate of Highways.
  • Leca, E., & Panet, M. (1988). Analytical and Numerical Analysis of the Convergence-Confinement Method for Tunnel Design. Rock Mechanics and Rock Engineering, 21(2), 119-132.
  • Önorm B 2203-1. (2001). Vienna, Austrian Standards Institute.
  • Plaxis 2D V.21.01., (2021). Finite Element Program, Developed For The Analysis of Deformation, Stability And Groundwater Flow in Geotechnical Engineering. Plaxis bv, Bentley Systems Inc.
  • RocLab V.0.1., 2007. Rock Mass Strength Analysis using the Generalized Hoek-Brown Failure Criterion. Rocscience Inc.
  • Rabcewicz, L. (1964). The New Austrian Tunnelling Method, Part One. Water Power, 453–457.
  • Satıcı, Ö. (2006). Drilling and Blasting as a Tunnel Excavation Method. Researchgate. https://www.researchgate.net/publication/285057196_Drilling_and_blasting_as_a_tunnel_excavation_method?channel=doi&linkId=565b86c708aefe619b243d4d&showFulltext=true
  • Schubert, W., & Steindorfer, A. (1996). Advanced monitoring data evaluation for tunnels in poor rock. In Prediction and Performance in Rock Mechanics and Rock Engineering, Proceedings EUROCK ´96, Vol. 2 (pp. 1041-1046).
  • Singh S. P., Xavier, P. (2004). Causes, impact and control of overbreak in underground excavations. Tunnelling and Underground Space Technology, 20(2005) 63-71.
  • UnWedge V.5.017, (2023). Program Designed for The Analysis of The Geometry and Stability of Underground Wedges Defined by Intersecting Structural Discontinuities in The Rock Mass Surrounding an Underground Excavation. Rocscience Inc.
There are 28 citations in total.

Details

Primary Language English
Subjects Civil Geotechnical Engineering, Civil Construction Engineering
Journal Section Articles
Authors

Meltem Dogan Karaca 0009-0009-2726-8633

Süleyman Onur Karaca 0009-0004-7679-2902

Osman Murat Sarsilmaz 0009-0009-6882-9046

Early Pub Date July 4, 2025
Publication Date July 15, 2025
Submission Date February 8, 2025
Acceptance Date May 22, 2025
Published in Issue Year 2025 Volume: 17 Issue: 2

Cite

APA Dogan Karaca, M., Karaca, S. O., & Sarsilmaz, O. M. (2025). Investigation of The Effectiveness of Blasting Patterns in Tunnel Excavations: The Case of The Sarıyer - Kilyos Tunnel. International Journal of Engineering Research and Development, 17(2), 472-497. https://doi.org/10.29137/ijerad.1635246

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