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Year 2021, Volume: 4 Issue: 2, 93 - 102, 30.11.2021
https://doi.org/10.34088/kojose.904895

Abstract

References

  • [1] Akdeniz N., Akçören F., Timur E., 1994, Geology of Aşkale-İspir Between.
  • [2] Ketin İ., 1969. Kuzey Anadolu Fayı hakkında, Maden Tetkik ve Arama Dergisi 72, pp.1-27.
  • [3] Şengör A.M.C., 1980. Türkiye’nin neotektoniğinin esasları. Türkiye Jeoloji Kurumu, Konferans Serisi 2, Ankara, 40 s.
  • [4] Şaroğlu F., Yılmaz Y., 1984. Neotectonics and related Magmatism of Eastern Anatolia. İhsan Ketin Symposium, pp.149-162.
  • [5] Koçyiğit A., 1985. Geotectonic Characteristics of the Çobandede Fault Belt Between Muratbağı-Balabantaş (Horasan) and Surface Fractures of the Horasan-Narman Earthquake. C. Ü. Eng. Faculty Journal, 2 (1), pp.17-34.
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  • [8] Köse H., Gürgen S., Onargan T., Yenice H., Aksoy C.O., 2007. Tunnel and Well Drilling. İzmir: Dokuz Eylül University, Faculty of Engineering Publications No: 256.
  • [9] Vardar M., Müller L., Sauer G., 1978. Dreidimensionale Spannungsumlagerungs-prozesse im Bereich der Ortsrust. Rock Mech. Suppl., 9, pp.67-85.
  • [10] Barton N.R., Lien R., Lunde J., 1974. Engineering classification of rock masses for the design of tunnel support. Rock Mechanics and Rock Engineering, 6 (4), pp.189–236.
  • [11] Bieniawski, Z.T. 1989. Engineering Rock Mass Classifications, John Wiley & Sons p. 251.
  • [12] Hoek E, 1998; Rock Engineering For Tunnels, Technical Course Notes, Vancouver, Canada.
  • [13] Austrian Standards Institute: ONORM B 2203-1. 2001.

Engineering Geological Investigation of the Kırık Tunnel Route

Year 2021, Volume: 4 Issue: 2, 93 - 102, 30.11.2021
https://doi.org/10.34088/kojose.904895

Abstract

Engineering structures are of great importance in the comfort and safe travel of people who prefer the highway in the existing transportation networks. Highway tunnels are one of the most important engineering structures that easily overcome transportation problems. This study investigates the geological and geotechnical structures of the Kırık tunnel on the Erzurum-Rize highway route, makes the rock mass classification required for tunnel excavation according to the New Austrian Tunneling Method and determines the tunnel support systems. Geological mapping, drillings, geological- geotechnical investigation based on in-situ and laboratory tests were carried out in order to reveal the physical and mechanical properties of the geological formations on the tunnel and to determine the basic data required by the project. It is divided into 4 classes on the basis of NATM Rock Classification along the tunnel axis. Rock support types related to rock classes defined as B1, B2, B3 and C2.

References

  • [1] Akdeniz N., Akçören F., Timur E., 1994, Geology of Aşkale-İspir Between.
  • [2] Ketin İ., 1969. Kuzey Anadolu Fayı hakkında, Maden Tetkik ve Arama Dergisi 72, pp.1-27.
  • [3] Şengör A.M.C., 1980. Türkiye’nin neotektoniğinin esasları. Türkiye Jeoloji Kurumu, Konferans Serisi 2, Ankara, 40 s.
  • [4] Şaroğlu F., Yılmaz Y., 1984. Neotectonics and related Magmatism of Eastern Anatolia. İhsan Ketin Symposium, pp.149-162.
  • [5] Koçyiğit A., 1985. Geotectonic Characteristics of the Çobandede Fault Belt Between Muratbağı-Balabantaş (Horasan) and Surface Fractures of the Horasan-Narman Earthquake. C. Ü. Eng. Faculty Journal, 2 (1), pp.17-34.
  • [6] Bozkuş C., 1992. Çayırlı-Tercan Tertiary Basin of East (Tercan- Aşkale Break) Stratigraphy: Turkey Geological Congress newsletter, 7, pp.97-107, Ankara.
  • [7] Yüksel Project International A.Ş., 2013. Kırık Tunnel Geological-Geotechnical Assessment Report. Ankara.
  • [8] Köse H., Gürgen S., Onargan T., Yenice H., Aksoy C.O., 2007. Tunnel and Well Drilling. İzmir: Dokuz Eylül University, Faculty of Engineering Publications No: 256.
  • [9] Vardar M., Müller L., Sauer G., 1978. Dreidimensionale Spannungsumlagerungs-prozesse im Bereich der Ortsrust. Rock Mech. Suppl., 9, pp.67-85.
  • [10] Barton N.R., Lien R., Lunde J., 1974. Engineering classification of rock masses for the design of tunnel support. Rock Mechanics and Rock Engineering, 6 (4), pp.189–236.
  • [11] Bieniawski, Z.T. 1989. Engineering Rock Mass Classifications, John Wiley & Sons p. 251.
  • [12] Hoek E, 1998; Rock Engineering For Tunnels, Technical Course Notes, Vancouver, Canada.
  • [13] Austrian Standards Institute: ONORM B 2203-1. 2001.
There are 13 citations in total.

Details

Primary Language English
Subjects Geological Sciences and Engineering (Other)
Journal Section Articles
Authors

Özgür Fatih Çümen 0000-0002-8184-3776

Ahmet Karakaş 0000-0002-4672-2063

Publication Date November 30, 2021
Acceptance Date May 20, 2021
Published in Issue Year 2021 Volume: 4 Issue: 2

Cite

APA Çümen, Ö. F., & Karakaş, A. (2021). Engineering Geological Investigation of the Kırık Tunnel Route. Kocaeli Journal of Science and Engineering, 4(2), 93-102. https://doi.org/10.34088/kojose.904895