Araştırma Makalesi

Engineering Geological Investigation of the Kırık Tunnel Route

Cilt: 4 Sayı: 2 30 Kasım 2021
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Engineering Geological Investigation of the Kırık Tunnel Route

Öz

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.

Anahtar Kelimeler

Kaynakça

  1. [1] Akdeniz N., Akçören F., Timur E., 1994, Geology of Aşkale-İspir Between.
  2. [2] Ketin İ., 1969. Kuzey Anadolu Fayı hakkında, Maden Tetkik ve Arama Dergisi 72, pp.1-27.
  3. [3] Şengör A.M.C., 1980. Türkiye’nin neotektoniğinin esasları. Türkiye Jeoloji Kurumu, Konferans Serisi 2, Ankara, 40 s.
  4. [4] Şaroğlu F., Yılmaz Y., 1984. Neotectonics and related Magmatism of Eastern Anatolia. İhsan Ketin Symposium, pp.149-162.
  5. [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. [6] Bozkuş C., 1992. Çayırlı-Tercan Tertiary Basin of East (Tercan- Aşkale Break) Stratigraphy: Turkey Geological Congress newsletter, 7, pp.97-107, Ankara.
  7. [7] Yüksel Project International A.Ş., 2013. Kırık Tunnel Geological-Geotechnical Assessment Report. Ankara.
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Ayrıntılar

Birincil Dil

İngilizce

Konular

Yer Bilimleri ve Jeoloji Mühendisliği (Diğer)

Bölüm

Araştırma Makalesi

Yayımlanma Tarihi

30 Kasım 2021

Gönderilme Tarihi

29 Mart 2021

Kabul Tarihi

20 Mayıs 2021

Yayımlandığı Sayı

Yıl 2021 Cilt: 4 Sayı: 2

Kaynak Göster

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
AMA
1.Çümen ÖF, Karakaş A. Engineering Geological Investigation of the Kırık Tunnel Route. KOJOSE. 2021;4(2):93-102. doi:10.34088/kojose.904895
Chicago
Çümen, Özgür Fatih, ve Ahmet Karakaş. 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.
EndNote
Çümen ÖF, Karakaş A (01 Kasım 2021) Engineering Geological Investigation of the Kırık Tunnel Route. Kocaeli Journal of Science and Engineering 4 2 93–102.
IEEE
[1]Ö. F. Çümen ve A. Karakaş, “Engineering Geological Investigation of the Kırık Tunnel Route”, KOJOSE, c. 4, sy 2, ss. 93–102, Kas. 2021, doi: 10.34088/kojose.904895.
ISNAD
Çümen, Özgür Fatih - Karakaş, Ahmet. “Engineering Geological Investigation of the Kırık Tunnel Route”. Kocaeli Journal of Science and Engineering 4/2 (01 Kasım 2021): 93-102. https://doi.org/10.34088/kojose.904895.
JAMA
1.Çümen ÖF, Karakaş A. Engineering Geological Investigation of the Kırık Tunnel Route. KOJOSE. 2021;4:93–102.
MLA
Çümen, Özgür Fatih, ve Ahmet Karakaş. “Engineering Geological Investigation of the Kırık Tunnel Route”. Kocaeli Journal of Science and Engineering, c. 4, sy 2, Kasım 2021, ss. 93-102, doi:10.34088/kojose.904895.
Vancouver
1.Özgür Fatih Çümen, Ahmet Karakaş. Engineering Geological Investigation of the Kırık Tunnel Route. KOJOSE. 01 Kasım 2021;4(2):93-102. doi:10.34088/kojose.904895

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