Jeolojisi Sempozyumu National Symposium on Engineering Geology (Prof. Dr. Fikret TARHAN A (In Memory of Prof. Dr. Fikret TARHAN) 3 35 SEPTEMBER 2015 EDITORS Hakan ERSOY, Arzu FIRAT ERSOY Karadeniz Technical University Osman Turan Culture and Congress Center
Jeolojisi Sempozyumu National Symposium on Engineering Geology Prof. Dr. Fikret TARHAN (19392010) 1939 TARHAN, 1958 de orta Bursa Erkek Lisesinde, 1964 Teknik Maden Jeoloji. Mezuniyeti takiben Elektrik jeoloji olarak ve 1969 Karadeniz Teknik Yerbilimleri Jeoloji asistan olarak. 1976 Doktor, 1982 1990 da. sonra bir Newcastle ve incelemelerde. hizmetleri bulunan Prof. Dr. Fikret TARHAN, jeolojisi ile ilgili lisans ve lisans dersleri tez. 19831984 Dekan 19901992 Jeofizik 1994 1996 19891999 Heyelan Uygulama ve Merkezi. Prof. Dr. Fikret ulusal ve dergilerde. 3 35 SEPTEMBER 2015 Karadeniz Technical University Osman Turan Culture and Congress Center
(Prof. Dr. ANISINA) 35 / NATIONAL SYMPOSIUM ON ENGINEERING GEOLOGY (IN MEMORY OF Prof. Dr 35 SEPTEMBER 2015, TRABZON / TURKEY NATIONAL SYMPOSIUM ON ENGINEERING GEOLOGY Editors Organized by Karadeniz Technical University, Faculty of Engineering, Geological Engineering Department Turkish Society for Engineering Geology
ISBN: 9786050309119 Tel: 0 (462) 377 2143 44 Trabzon Kur
Valuable contribution of the following organizations is gratefully acknowledged Devlet Su
, 2015 Sempozy jeolojisinin sevdirilmesine uygulamal daha sonra, derneklere, Sempozyum akademik personeline iv
Honorary Chairman n BAYKAL Karadeniz Technical University Rector Sempoz / Symposium CoChairmen Fikri BULUT Sempozyum Sekreteri / Symposium Secretary Arzu FIRAT ERSOY Executive Committee Sadettin KORKMAZ (Karadeniz Teknik Semih PEKER ( v
Hakem Kurulu / Scientific Committee AKAN, Berrin (MTA, Ankara) ersitesi, Van) D sitesi, Ankara) KARAKUL, Hasan (MTA, Ankara) tesi, Ankara) vi
e Heyelanlar Their Environmental Effects Istanbul Selected Examples from Landslides in 66 74 Application of Sophisticated Methods for the Potantial Landslide Areas in the Eastern Black Sea Coast 82 Havuzlu Paleo Engineering Geological Assessment of the Havuzlu PaleoLandslide (YusufeliArtvin) Atakum Landslide Susceptibility Map of Atakum (Samsun) District Production of 90 98 Investigation of Reasons and Mechanisms of the Beylerli Denizli) Spillway Landslide 106 Investigation of Relationship Between Open Pit Chrome Mining Operations and Mass Movements: A Mersin) AlanyaAnamurMersin Devlet Karayolu (D400) Kaledran Mevkisinde (Km: 221+300 Investigation of Mass Movement Occurred In Kaledran Site Along the AlanyaAnamurMersin State Road (D400) (Km: 221+300 221+700) 114 122 of Rock Falls Along the Ihlara Valley (Aksaray) Assessment 130 Landslide Susceptibility Assessment of the Eastern Mediterranean Region Using Artificial Neural Network Method 137 viii
35 AlanyaAnamurMersin Devlet Karayolu (D400) Kaledran Mevkisinde (Km: 221+300 Investigation of Mass Movement Occurred In Kaledran Site Along the AlanyaAnamurMersin State Road (D400) (Km: 221+300 221+700) K. Zorlu1,*, H. 1 2, E. 1, C., B. Hacak2,E. Epsileli2, M. Tepe2 1 s, 33343 Mersin 2 (*kivancgeo@mersin.edu.tr) AnamurMersin yolunun 221+300 221+700 dolomit ve mermer mercekli boyu80 m k AnamurMersin yolunun 221+300 221+700 kilometreleri Anahtar Kelimeler: D400 Devlet Karayolu (AntalyaMersin), Dairesel Kayma, K Deformasyon Hareketi, ABSTRACT: AntalyaMersin (D400) route is the most important road providing westeast transportation connection in the eastern Mediterranean region. Recently, a new route selection became a current issue because of the difficulties experienced in providing transportation along this singlelane road. However, during the construction phase, a variety of engineering problems are faced along the route due to presence of the mountain ranges with rugged topography. In year 2011, between kilometers 221+300 221+700 of the AlanyaAnamurMersin road, a mass movement occurred with an approximate length of 80 m, width of 300 m and depths ranging between 629 m. This movement developed in the Precambrian aged Tenzile formation. This unit displays a rather heavily fracturedjointed structure with alteration zone reaching to a depth of 5 m. Mechanisms triggered this mass movement determined as geological, geotechnical and topographic properties of the units, along with intense rainfalls that have occurred in the region. According to findings obtained from inclinometer measurements made in 8 boreholes drilled by 5th Regional Directorate of Highways and field observations; this mass movement possibly started as rotational and then continued on the plane of weakness as a planar failure. Keywords: D400 State Road (AntalyaMersin), Rotational Slide, Mass Movement, Deformation Measurement, Kaledran 122
35 1. genellikle yol kotu denizden 50 r. Bu yolun Kaledran AnamurMersin yolunun 221+300 123
35 Kaledran birlikte, litoloji AlanyaAnamurMersin yolunun 221+300 Mevkisinde formasyonu rmer me, alt, belirsiz bir uyumsuzlukla g 124
35 3. 3.1. Malzeme Anamurmevkisinde meydana harita Explorist XL el haritalar, 3.2. AlanyaAnamurlik jeolojisi 125
35 verilerinden nin K (c). No. X* Y* Z (m) Sondaj (m) Tesis A2211i 479004,39 3987875,20 256,72 36,00 36,0 A2212i 478998,99 3987828,12 235,53 39,00 39,0 A2213i 478945,00 3987868,97 256,05 34,50 34,5 A2214i 478886,00 3987861,97 254,95 33,00 33,0 A2215i 478862,35 3987810,82 237,80 21,00 16,5 A2216i 478852,00 3987893,97 252,69 33,00 33,0 A2217i 478826,00 3987852,97 253,60 33,00 33,0 A2218i 478765,00 3987844,18 252,55 30,00 30,0 * Koordinatlar UTM ED1950 126
35 Anamur 221+700 kilometreleri a su hareket, Zarub m Anamur 221+700 kilometreleri n eski yolun. 127
35 Sondaj No. (m) Kayma Hareketi (mm) Hareket A2211i* 36,0 54 6,20 48,10 0,57 A2212i** 39,0 134 30,50 48,41 0,36 A2213i 34,5 231 A2214i 33,0 222 A2215i 16,5 226 A2216i 33,0 219 A2217i 33,0 219 11,13 13,7 0,06 A2218i 30,0 218 kayma nedeniyle 6,80 8,24 0,04 17,10 6,50 0,03 A221 seviyesinin 5i (a) ve A2218i (b) 128
35 Anamur221+300 u keti, bol eklemli ve metamorfik heyelan nedeniyle ler. 7. KAYNAKLAR s. 332333. Usta, D., 2001. Anamur: Alanya P 29c2c3. MTA, Rapor No: 10485, Ankara. Varnes, D.J., 1978. Slope movement types and processes. In: Special Report 176: Landslides analysis and control. TRB, National Research Council, Washington D.C., 1233. Silifke Kaledran 220+560221+700, Ankara, 412s. Silifke KM:221+300 221+700 kesimi geoteknik proje raporu, Ankara, 176s. Zaruba, Q. ve Mencl, V., 1969. Landslides andtheir Control. Elsevier, Amsterdam. 129