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Evaluation of rock slope stability for a touristic coastal area near Kusadasi, Aydin (Turkey)

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Abstract

The study area, which will be open to tourism in Kusadasi (Aydin), has steep and high cliffs on the Aegean coast in Turkey. Flysch is the main lithological unit and consists of alternating sandstone–claystone–marl sequences. Some sliding and rockfall problems have occurred in the area in the past, so potential geological hazards need to be investigated to ensure the safety of tourists. The aim of this study is to mitigate geological hazards by recommending engineering solutions, which will ensure the continuation of the nature-friendly appearance of the slopes. To accomplish these tasks, a geological survey was performed. It involved gathering information on rock discontinuities by means of scan-line surveys and collection of rock samples. Furthermore, in situ and laboratory tests were also carried out. The data collected from the field and laboratory test results were used to perform slope stability and rockfall (2-D and 3-D) analyses for different slope conditions along 43 profiles. Based on the analyses, rockfall was found to be the main slope instability problem in the study area. Under the light of these studies, rock removal, drainage, greening (vegetation), filling of caverns, protective wall building and erosion prevention are offered as remedial measures.

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References

  • Abramson LW, Lee TS, Sharma S, Boyce GM (2002) Slope stability and stabilization methods, 2nd edn. Wiley, New York, p 712

  • Agliardi F, Crosta GB (2003) High resolution three-dimensional numerical modelling of rockfalls. Int J Rock Mech Min Sci 40:455–471

    Article  Google Scholar 

  • Agliardi F, Crosta GB, Frattini P (2009) Integrating rockfall risk assessment and countermeasure design by 3D modelling techniques. Nat Hazards Earth Syst Sci 9:1059–1073

    Article  Google Scholar 

  • Alejano LR, Ordonez C, Armesto J, Rivas T (2010) Assessment of the instability hazard of a granite boulder. Nat Hazards 53:77–95

    Article  Google Scholar 

  • Alejano LR, García-Cortés S, García-Bastante F, Martínez-Alegría R (2013) Study of a rockfall in a limy conglomerate canyon (Covarrubias, Burgos, N. Spain). Environ Earth Sci 70:2703–2717

    Article  Google Scholar 

  • Anon (1979) Classification of rocks and soils for engineering geological mapping. Part 1. Rock and soil materials. Bull Int Assoc Eng Geol 19:364–371

    Article  Google Scholar 

  • Ansari MK, Ahmad M, Singh R, Singh TN (2014) Rockfall hazard assessment at Ajanta Cave, Aurangabad, Maharashtra, India. Arab J Geosci 7(5):1773–1780

    Article  Google Scholar 

  • Azzoni A, Barbera LG, Zaninetti A (1995) Analysis and prediction of rockfalls using a mathematical model. Int J Rock Mech Min Sci Geotech Abstr 32:709–724

    Article  Google Scholar 

  • Binal A, Ercanoğlu M (2010) Assessment of rockfall potential in the Kula (Manisa, Turkey) Geopark Region. Environ Earth Sci 61(7):1361–1373

    Article  Google Scholar 

  • Bishop AW (1955) The use of slip circle in the stability analysis of earth slopes. Geotechnique 5(1):7–17

    Article  Google Scholar 

  • Chen H, Chen RH, Huang T (1994) An application of an analytical model to a slope subject to rockfalls. Bull As Eng Geol 31:447–458

    Google Scholar 

  • Choi Y, Lee JY, Lee J, Park HD (2009) Engineering geological investigation into rockfall problem: a case study of the seated seokgayeorae image carved on a rock face at the UNESCO World Heritage site in Korea. Geosci J 13(1):69–78

    Article  Google Scholar 

  • Corominas J, Copons R, Moya J, Vilaplana JM, Altimir J, Amigó J (2005) Quantitative assessment of the residual risk in a rockfall protected area. Landslides 2(4):343–357

    Article  Google Scholar 

  • Crosta GB, Agliardi F (2003) A methodology for physically based rockfall hazard assessment. Nat Hazards Earth Syst Sci 3(5):407–422

    Article  Google Scholar 

  • DMI (2012) Devlet Meteoroloji İşleri Genel Müdürlüğü. DMI, Turkish State Meteorological Service, Ankara, Turkey

    Google Scholar 

  • Dorren LKA (2003) A review of rockfall mechanics and modelling approaches. Prog Phys Geogr 27:69–87

    Article  Google Scholar 

  • Dorren LKA, Maier B, Putters US, Seijmonsbergen AC (2004) Combining field and modelling techniques to assess rockfall dynamics on a protection forest hillslope in the European Alps. Geomorphology 57:151–167

    Article  Google Scholar 

  • Dorren LKA, Berger F, le Hir C, Mermin E, Tardif P (2005) Mechanisms, effects and management implications of rockfall in forests. For Ecol Manage 215(1–3):183–195

    Article  Google Scholar 

  • Duncan JM, Wright SG, Brandon TL (2014) Soil strength and slope stability, 2nd edn. Wiley, New York, p 317

  • Fell R, Corominas J, Bonnard C, Cascini L, Leroi E, Savage W (2008) Guidelines for landslide susceptibility, hazard and risk zoning for land use planning. Eng Geol 102:85–98

    Article  Google Scholar 

  • Fityus SG, Giacomini A, Buzzi O (2013) The significance of geology for the morphology of potentially unstable rocks. Eng Geol 162:43–52

    Article  Google Scholar 

  • Frattini P, Crosta G, Carrara A, Agliardi F (2008) Assessment of rockfall susceptibility by integrating statistical and physically-based approaches. Geomorphology 94(3–4):419–437

    Article  Google Scholar 

  • GDDA (1996) Earthquake zoning map of Turkey. In: Earthquake research department, general directorate of disaster affairs, ministry of reconstruction and resettlement of Turkey. AFAD, Ankara

    Google Scholar 

  • GeoSoft (2005) Isomap and rotomap 3-D surface modelling & rockfall analysis. Torino, Italy, p 69

  • Giani GP (1992) Rock slope stability analysis. Balkema, Rotterdam, p 361

    Google Scholar 

  • Guzzetti F, Crosta G, Detti R, Agliardi F (2002) STONE: a computer program for the three-dimensional simulation of rockfalls. Comput Geosci 28:1079–1093

    Article  Google Scholar 

  • Hoek E (2007) Practical rock engineering. Course note. https://www.rocscience.com/hoek/corner/Practical_Rock_Engineering.pdf. Accessed 1 May 2014

  • ISRM (1981) Rock characterization, testing and monitoring. In: International society for rock mechanics suggested methods, Pergamon Press, p 211

  • ISRM (1985) Suggested method for determining point load strength. Int J Rock Mech Min Sci Geomech Abstr 22:51–60

    Article  Google Scholar 

  • Jaboyedoff M, Dudt JP, Labiouse V (2005) An attempt to refine rockfall hazard zoning based on the kinetic energy, frequency, and fragmentation degree. Nat Hazards Earth Syst Sci 5:621–632

    Article  Google Scholar 

  • Kentli B, Topal T (2004) Evaluation of rock excavatability and slope stability along a segment of motorway, Pozantı, Turkey. Environ Geol 46(1):83–95

    Google Scholar 

  • Krautblatter M, Moser M (2009) A nonlinear model coupling rockfall and rainfall intensity based on a four year measurement in a high Alpine rock wall (Reintal, German Alps). Nat Hazards Earth Syst Sci 9:1425–1432

    Article  Google Scholar 

  • Marzorati S, Luzi L, Amicis MD (2002) Rock falls induced by earthquakes: a statistical approach. Soil Dyn Earthq Eng 22:565–577

    Article  Google Scholar 

  • MTA (2002) 1/500 000 ölçekli Türkiye jeoloji haritaları. In: Denizli paftası. MTA Yayınları, Ankara

    Google Scholar 

  • Öztekin B, Topal T, Kolat C (2006) Assessment of degradation and stability of a cut slope in limestone, Ankara-Turkey. Eng Geol 84(1–2):12–30

    Article  Google Scholar 

  • Paronuzzi P (2009) Rockfall-induced block propagation on a soil slope, northern Italy. Environ Geol 58(7):1451–1466

    Article  Google Scholar 

  • Pfeiffer TJ, Bowen TD (1989) Computer simulation of rockfalls. Bull Assoc Eng Geol 1:135–146

    Google Scholar 

  • Priest SD (1993) Discontinuity analysis for rock engineering. Chapman & Hall, London

    Book  Google Scholar 

  • Raetzo H, Lateltin O, Bollinger D, Tripet JP (2002) Hazard assessment in Switzerland–code of practice for mass movements. Bull Eng Geol Environ 61:263–268

    Article  Google Scholar 

  • Ramírez-Herrera MT, Inbar M, Paulín GL (2012) One hundred years of the rock fall triggered by the 1912 Acambay earthquake, Mexico. Z Geomorphol 56(4):495–505

    Article  Google Scholar 

  • Ritchie AM (1963) Evaluation of rockfall and its control. Highw Res Board Rec 17:13–27

    Google Scholar 

  • Rocscience (2004a) Slide 5.1—2D limit equilibrium slope stability analysis. In: Rocscience user’s guide. Toronto, p 59

  • Rocscience (2004b) RockFall 4.0—scientific software-statistical analysis of rockfalls. In: Rocscience user’s guide. Toronto, p 59

  • Rocscience (2011) RocLab 1—rock mass strength analysis using the Hoek-Brown failure criterion. In: RocLab user’s guide, Toronto, p 25

  • Schweigl J, Ferretti C, Nössing L (2003) Geotechnical characterization and rockfall simulation of slope: a practical case study from South Tyrol (Italy). Eng Geol 67:281–296

    Article  Google Scholar 

  • Scioldo G (1991) Isomap and rotomap- 3D surface modelling and rockfall analysis. Geo and Soft, Torino

    Google Scholar 

  • Shi SQ, Wang M, Peng XQ, Yang YK (2013) A new-type flexible rock-shed under the impact of rock block: initial experimental insights. Nat Hazards Earth Syst Sci 13:3329–3338

    Article  Google Scholar 

  • Singh PK, Wasnik AB, Kainthola A, Sazid M, Singh TN (2013) The stability of road cut cliff face along SH-121: a case study. Nat Hazards 68:497–507

    Article  Google Scholar 

  • Stevens WD (1998) RocFall: a tool for probabilistic analysis, design of remedial measures and prediction of rockfalls. MSc thesis, Department of Civil Engineering, University of Toronto, p 38

  • Straub D, Schubert M (2008) Modelling and managing uncertainty in rock-fall hazards. Georisk 2(1):1–15

    Google Scholar 

  • Tanarro LM, Munoz J (2012) Rockfalls in the Duraton canyon, central Spain: inventory and statistical analysis. Geomorphology 169:17–29

    Article  Google Scholar 

  • Topal T, Akın M, Özden AU (2007) Assessment of rockfall hazard around Afyon castle, Turkey. Environ Geol 53(1):191–200

    Article  Google Scholar 

  • Topal T, Akın MK, Akın M (2012) Rockfall hazard analysis for an historical castle in Kastamonu (Turkey). Nat Hazards 62:255–274

    Article  Google Scholar 

  • Tunusluoğlu MC, Zorlu K (2009) Rockfall hazard assessment in a cultural and natural heritage (Ortahisar Castle, Cappadocia, Turkey). Environ Geol 56(5):963–972

    Article  Google Scholar 

  • Turner KA, Schuster RL (1996) Landslides: investigation and mitigation. National Academy Press, Washington D.C., p 672

    Google Scholar 

  • Turner KA, Schuster RL (2012) Rockfall: characterization and control. Transportation Research Board of the National Academies, Washington D.C., p 658

    Google Scholar 

  • Varnes DJ (1978) Slope movement types and processes. In: Schuster RL, Krizek RJ (eds) Special report 176: landslides: analysis and control, Transportation and road research board. National Academy of Science, Washington, pp 11–33

  • Volkwein A, Schellenberg K, Labiouse V, Agliardi F, Berger F, Bourrier F, Dorren LKA, Gerber W, Jaboyedo M (2011) Rockfall characterisation and structural protection—a review. Nat Hazards Earth Syst Sci 11:2617–2651

    Article  Google Scholar 

  • Wang X, Zhang L, Ding J, Meng Q, Iqbal J, Li L, Yang Z (2014) Comparison of rockfall susceptibility assessment at local and regional scale: a case study in the north of Beijing (China). Environ Earth Sci 72:4639–4652

    Article  Google Scholar 

  • Wasowski J, Gaudio VD (2000) Evaluating seismically induced mass movement hazard in Caramanico Terme (Italy). Eng Geol 58:291–311

    Article  Google Scholar 

  • Wick E, Baumann V, Jaboyedoff M (2010) Report on the impact of the 27 February 2010 earthquake (Chile, M w 8.8) on rockfalls in the Las Cuevas valley, Argentina. Nat Hazards Earth Syst Sci 10:1989–1993

    Article  Google Scholar 

  • Wyllie DC (2015) Rock fall engineering. CRC Press, Boca Raton, p 243

    Google Scholar 

  • Wyllie DC, Mah CW (2004) Rock slope engineering-civil and mining, 4th edn. Spoon Press, New York, p 431

  • Yılmazer S, Şaroğlu F, Özgür R, Açıkgöz S, Ercan T, Gevrek İA, Yıldırım N, Aydoğdu Ö (1994) Kuşadası-Davutlar (Aydın) Arasının Jeolojisi ve Jeotermal Olanaklarının Değerlendirilmesi. Türkiye 6. Enerji Kongresi, İzmir, Teknik Oturum Tebliğleri c 1:156–167

    Google Scholar 

  • Youssef AM, Pradhan B, Al-Kathery M, Bathrellos GD, Skilodimous HD (2015) Assessment of rockfall hazard at Al-Noor Mountain, Makkah city (Saudi Arabia) using spatio-temporal remote sensing data and field investigation. J Afr Earth Sci 101:309–321

    Article  Google Scholar 

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Acknowledgments

The authors gratefully acknowledge the Diana Tourism Company and its employees for their helps and supports throughout the field works. The authors thank the anonymous reviewers for their constructive comments. The authors would like to thank Dr. Margaret Sonmez for comments on the use of language.

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  1. Department of Geological Engineering, Middle East Technical University, 06800, Ankara, Turkey

    Yavuz Kaya & Tamer Topal

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  1. Yavuz Kaya
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  2. Tamer Topal
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Correspondence to Tamer Topal.

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Kaya, Y., Topal, T. Evaluation of rock slope stability for a touristic coastal area near Kusadasi, Aydin (Turkey). Environ Earth Sci 74, 4187–4199 (2015). https://doi.org/10.1007/s12665-015-4473-9

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