Jeolojisi Sempozyumu. National Symposium on Engineering Geology. Prof. Dr. Fikret TARHAN ( ) SEPTEMBER 2015

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1 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

2 Jeolojisi Sempozyumu National Symposium on Engineering Geology Prof. Dr. Fikret TARHAN ( ) 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 Doktor, da. sonra bir Newcastle ve incelemelerde. hizmetleri bulunan Prof. Dr. Fikret TARHAN, jeolojisi ile ilgili lisans ve lisans dersleri tez Dekan Jeofizik Heyelan Uygulama ve Merkezi. Prof. Dr. Fikret ulusal ve dergilerde SEPTEMBER 2015 Karadeniz Technical University Osman Turan Culture and Congress Center

Mezuniyeti takiben Elektrik jeoloji olarak ve 1969 Karadeniz Teknik Yerbilimleri Jeoloji asistan olarak. 1976 Doktor, 1982 1990 da.

3 (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

Dr 35 SEPTEMBER 2015, TRABZON / TURKEY NATIONAL SYMPOSIUM ON ENGINEERING

4 ISBN: Tel: 0 (462) Trabzon Kur

5 Valuable contribution of the following organizations is gratefully acknowledged Devlet Su

6 , 2015 Sempozy jeolojisinin sevdirilmesine uygulamal daha sonra, derneklere, Sempozyum akademik personeline iv

7 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

Sekreteri / Symposium Secretary Arzu FIRAT ERSOY Executive

8 Hakem Kurulu / Scientific Committee AKAN, Berrin (MTA, Ankara) ersitesi, Van) D sitesi, Ankara) KARAKUL, Hasan (MTA, Ankara) tesi, Ankara) vi

9 e Heyelanlar Their Environmental Effects Istanbul Selected Examples from Landslides in 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 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: Investigation of Mass Movement Occurred In Kaledran Site Along the AlanyaAnamurMersin State Road (D400) (Km: ) 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

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

10 35 AlanyaAnamurMersin Devlet Karayolu (D400) Kaledran Mevkisinde (Km: Investigation of Mass Movement Occurred In Kaledran Site Along the AlanyaAnamurMersin State Road (D400) (Km: ) K. Zorlu1,*, H. 1 2, E. 1, C., B. Hacak2,E. Epsileli2, M. Tepe2 1 s, Mersin 2 (*kivancgeo@mersin.edu.tr) AnamurMersin yolunun dolomit ve mermer mercekli boyu80 m k AnamurMersin yolunun 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 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

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

11 35 1. genellikle yol kotu denizden 50 r. Bu yolun Kaledran AnamurMersin yolunun

12 35 Kaledran birlikte, litoloji AlanyaAnamurMersin yolunun Mevkisinde formasyonu rmer me, alt, belirsiz bir uyumsuzlukla g 124

13 Malzeme Anamurmevkisinde meydana harita Explorist XL el haritalar, 3.2. AlanyaAnamurlik jeolojisi 125

14 35 verilerinden nin K (c). No. X* Y* Z (m) Sondaj (m) Tesis A2211i , ,20 256,72 36,00 36,0 A2212i , ,12 235,53 39,00 39,0 A2213i , ,97 256,05 34,50 34,5 A2214i , ,97 254,95 33,00 33,0 A2215i , ,82 237,80 21,00 16,5 A2216i , ,97 252,69 33,00 33,0 A2217i , ,97 253,60 33,00 33,0 A2218i , ,18 252,55 30,00 30,0 * Koordinatlar UTM ED

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

15 35 Anamur kilometreleri a su hareket, Zarub m Anamur kilometreleri n eski yolun. 127

16 35 Sondaj No. (m) Kayma Hareketi (mm) Hareket A2211i* 36,0 54 6,20 48,10 0,57 A2212i** 39, ,50 48,41 0,36 A2213i 34,5 231 A2214i 33,0 222 A2215i 16,5 226 A2216i 33,0 219 A2217i 33, ,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

134 30,50 48,41 0,36 A2213i 34,5 231 A2214i 33,0 222 A2215i 16,5 226 A2216i

17 35 Anamur u keti, bol eklemli ve metamorfik heyelan nedeniyle ler. 7. KAYNAKLAR s Usta, D., Anamur: Alanya P 29c2c3. MTA, Rapor No: 10485, Ankara. Varnes, D.J., Slope movement types and processes. In: Special Report 176: Landslides analysis and control. TRB, National Research Council, Washington D.C., Silifke Kaledran , Ankara, 412s. Silifke KM: kesimi geoteknik proje raporu, Ankara, 176s. Zaruba, Q. ve Mencl, V., Landslides andtheir Control. Elsevier, Amsterdam. 129

In: Special Report 176: Landslides analysis and control. TRB, National Research Council, Washington D.C., 1233.

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