Evaluation of rock falls in an urban area: the case of Bo?azi?i (Erzincan/Turkey)
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  • 作者:?nan Keskin
  • 关键词:Rockfall ; Bo?azi?i ; Zonation map ; Natural hazard ; Hazard assessment
  • 刊名:Environmental Earth Sciences
  • 出版年:2013
  • 出版时间:October 2013
  • 年:2013
  • 卷:70
  • 期:4
  • 页码:1619-1628
  • 全文大小:1448KB
  • 参考文献:1. ArcGIS (V. 9.1) (2005). Integrated geographical information system software, ESRI, CA
    2. Binal A, Ercano?lu M (2010) Assessment of rockfall potential in the Kula (Manisa, Turkey) Geopark Region. Environ Earth Sci 61:1361-373 CrossRef
    3. Bull WB, King J, Kong FC, Moutoux T, Phillips WM (1994) Lichen dating of coseismic landslide hazards in alpine mountains. Geomorphology 10(1):253-64 CrossRef
    4. Chen H, Chen RH, Huang TH (1994) An aplication of an analytical model to a slope subject to rockfalls. Bull Assoc Eng Geol 31(4):447-58
    5. Dorren LKA (2003) A review of rockfall mechanics and modelling approaches. Prog Phys Geogr 27(1):69-7 CrossRef
    6. Evans SG, Hungr O (1993) The assessment of rockfall hazard at the base of talus slopes. Can Geotech J 30:620-36 CrossRef
    7. GDDA (2006) Geological data integration planning handbook, the General Directorate of Disaster Affairs, p 199
    8. Giani GP (1992) Rock slope stability analysis. A. A. Balkema, Rotterdam 361
    9. Hutchinson JN (1988) General report: morphological and geotechnical parameters of landslides in relation to geology and hydrogeology. In: Proceedings of the 5th international symposium on landslides, Balkema, Rotterdam, pp 3-5
    10. ISRM (2007) The complete ISRM suggested methods for rock characterization, testting and monitoring: 1974-006. Suggested methods prepared by the commission on testing methods, ISRM. In: Ulusay R, Hudson JA (eds) Compilations arranged by the ISRM, Turk?sh National Group Ankara, Kozan ofset, Turkey, p 628
    11. Kobayashi Y, Harp EL, Kagawa T (1990) Simulation of rockfalls triggered by earthquakes. Rock Mech Rock Eng 23:1-0 CrossRef
    12. Kremier A, Arnould M (2000) World Bank’s role in reducing impacts of disasters. Nat Hazards Rev 1(1):37-2 CrossRef
    13. Marzorati S, Luzi L, Amicis MD (2002) Rock falls Induced by earthquakes: a statistical approach. Soil Dyn Earthq Eng 22:565-77 CrossRef
    14. NEMC (2012) B.U. Kand?ll? Observatory and Earthquake Research Inst?tute, Nat?onal Earthquake Mon?tor?ng Centre, http://www.koeri.boun.edu.tr/sismo
    15. Priest SD (1993) Discontinuity analysis for rock engineering. Chapman&Hall, London CrossRef
    16. Ritchie AM (1963) Evaluation of rock fall and its control. In: Highway research record 17, HRB, National Research Council, Washington, DC, pp 13-8
    17. Rocscience (2002) RocFall software—for risk analysis of falling rocks on steep slopes. Rocscience user’s guide, p 59
    18. Schweigl J, Ferretti C, N?ssing L (2003) Geotechnical characterization and rockfall simulation of a slope: a practical case study from South Tyrol (Italy). Eng Geol 67:281-96 CrossRef
    19. Tunusluo?lu MC, Zorlu K (2009) Rockfall hazard assessment in a cultural and natural heritage (Ortahisar Castle, Cappadocia, Turkey). Environ Geol 56(5):963-72 CrossRef
    20. Varnes DJ (1978) Slopemovement types and processes. In: Schuster RL, Krizek RJ (eds) Landslides, analysis and control. Transportation Research Board, Special report no. 176, National Academy of Sciences, pp 11-3
    21. Vidrih R, Ribicvicv M, Suhadolc P (2001) Seismogeological effects on rocks during the 12 April 1998 upper Socva Territory earthquake (NW Slovenia). Tectonophysics 330(3):153-75 CrossRef
    22. Y?lmaz I, Y?ld?r?m M, Keskin I (2008) Amethod for mapping the spatial distribution of RockFall computer program analyses results using ArcGIS software. Bull Eng Geol Environ 67:547-54 CrossRef
    23. Zellmer JT (1987) The unexpected rockfall hazard. Bull Assoc Eng Geol 24(2):281-83
  • 作者单位:?nan Keskin (1)

    1. Faculty of Engineering, Department of Civil Engineering, Karabuk University, 78050, Karabük, Turkey
  • ISSN:1866-6299
文摘
Disasters caused by events such as earthquake, flooding, rock falls, landslides are often encountered. However, generally, the reasons for the destructive and devastating effects of these nature events are that settlement locations were chosen without site investigation studies, or that available studies were inadequate. Such inadequacies in the field are related to inappropriate settlement location and the resulting damage caused by rock falls. This study evaluated rockfall risk in a settlement that developed in a similar manner. The study was carried out in Bo?azi?i village of Kemah (Erzincan/Turkey), which is located in a very important tectonic zone. The study site is located on the lower sections of an area with very steep cliffs and 50-5° slopes. This cliff, which is the source of rockfalls, has a slope dip of approximately 90°. The cliff comprises 25-0?m high, fractured and cracked basaltic volcanic mass. To determine block size in the study area, scanline survey measurements and block size measurements were performed on blocks that loosened and fell from the cliff face. It was found that block sizes reached 6?m3. Rockfall analyses were performed along the selected profiles using the Rockfall V.4.0 software. Kinetic energy, bounce height, horizontal location of rock end-points, and velocity of the rocks along each section were evaluated separately for each profile. This data were used to produce distribution maps for each profile and the settlement was evaluated in terms of rockfall risk. The results indicate that the study area was at risk of future rockfalls and that it would be appropriate to relocate one part of the settlement.

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