Deformation Analysis by Geomatic and Geotechnical Methods in Highway Tunnels
dc.authorid | Erenoğlu, Ramazan Cüneyt / 0000-0002-8212-8379 | |
dc.authorid | Yüceses, Okan / 0000-0002-6360-0287 | |
dc.contributor.author | Yüceses, Okan | |
dc.contributor.author | Erenoğlu, Ramazan Cüneyt | |
dc.date.accessioned | 2025-01-27T19:30:32Z | |
dc.date.available | 2025-01-27T19:30:32Z | |
dc.date.issued | 2019 | |
dc.department | Çanakkale Onsekiz Mart Üniversitesi | |
dc.description.abstract | In the highway transportation network, the tunnel has an important place. Tunnels are used to provide safe, comfortable andeconomical transportation in areas where topography is not available. In addition to the facilities provided by the tunnels, there arevarious risks during and after the manufacturing phase. These risks need to be anticipated and manufacturing must be shaped toaddress these risks. Therefore, deformation analysis in tunnel projects has an important place. During and after manufacture, it isnecessary to determine and follow the deformations.In this study, Ayvacık - Küçükkuyu highway in Çanakkale will be dealt as T1 Tunnel between km 10 + 700 - 12 + 400. Due to thefact that the region is located on the earthquake zone and because of this reason it has a mixed lithology, it is very important to followthe deformations. In this context, it is aimed to analyze the relationship and dimensions of deformation factors in the structure byusing geodetic and geotechnical measurement methods. The relationship between these data and the load, pressure and tension valuesobserved on horizontal and vertical movements will be examined during the manufacturing process. Moreover, due to the fact thatthe zone is located on the earthquake zone, earthquakes that occur in the region during the manufacturing process and themanufacturing effects of these earthquakes will be investigated.With this study, it is aimed to give guidance to manufacturing by predicting deformation and external effects that may occur and arisein engineering constructions. The required revisions should be made in the fortification systems in line with the predeterminedparameters. In this way, it is aimed to ensure that the manufacturing process continues in the most economical and safest manner. | |
dc.identifier.doi | 10.30897/ijegeo.540837 | |
dc.identifier.endpage | 171 | |
dc.identifier.issn | 2148-9173 | |
dc.identifier.issue | 2 | |
dc.identifier.startpage | 163 | |
dc.identifier.trdizinid | 336478 | |
dc.identifier.uri | https://doi.org/10.30897/ijegeo.540837 | |
dc.identifier.uri | https://search.trdizin.gov.tr/tr/yayin/detay/336478 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12428/16167 | |
dc.identifier.volume | 6 | |
dc.indekslendigikaynak | TR-Dizin | |
dc.language.iso | en | |
dc.relation.ispartof | International Journal of Environment and Geoinformatics | |
dc.relation.publicationcategory | Makale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanı | |
dc.rights | info:eu-repo/semantics/openAccess | |
dc.snmz | KA_TRD_20250125 | |
dc.subject | İnşaat Mühendisliği | |
dc.subject | Jeoloji | |
dc.title | Deformation Analysis by Geomatic and Geotechnical Methods in Highway Tunnels | |
dc.type | Article |
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