Skip to main content
Log in

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

  • Published:
Geosciences Journal Aims and scope Submit manuscript

Abstract

This paper considers the rockfall problems around the Seated Seokgayeorae Image at the UNESCO World Heritage site in Korea. Using the Barton-Bandis (BB) model in Universal Distinct Element Code (UDEC), quantitative information on the detachment of the loose boulders was obtained. Based on the result of the field survey and laboratory tests, key parameters for rockfall simulation were determined, and then back analysis was performed to calibrate the parameters for the study site. The maximum run-out distances, bounce heights, kinetic energies and translational velocities of falling boulders were simulated using RocFall 4.0 to assess the rockfall hazard around the Seated Seokgayeorae Image to ensure both the stability of the bas-relief and the safety of tourists. The results of the analyses showed that about 80% of falling boulders in a range of 100–150 kg pass the altar with an average speed of 8.4 m/s and that the maximum kinetic energy of the falling boulders is 12.5 kJ if the boulders hit the head of the statue. Therefore, the removal of loose blocks and trees on the upper outcrop and limited rock bolting were suggested for the reduction of rockfall risk.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Abellan, A., Vilaplana, J.M., and Martinez, J., 2006, Application of a long-term Terrestical Laser Scanner to a detailed rockfall study at Vall de Nuria (Eastern Pyrenees, Spain). Engineering Geology, 88, 136–148.

    Article  Google Scholar 

  • Alejano, L.R., Pons, B., Bastante, F.G., Alonso, E., and Stockhausen, H.W., 2007, Slope geometry design as a means for controlling rockfalls in quarries. International Journal of Rock Mechanics and Mining Sciences, 44, 903–921.

    Article  Google Scholar 

  • Aversa, S., Urciuoli, G., Candela, M., and Nocilla, N., 1997, Stability of the vertical cliff overhaning Via Krupp in Capri. In: Viggiani, C. (ed.), Geotechnical engineering for the preservation of monuments and historic sites. Balkema, Rotterdam, Netherland, p. 139–144.

    Google Scholar 

  • Azzoni, A., La Barbera, G., and Zaninetti, A., 1995, Analysis and prediction of rockfalls using a mathematical model. International Journal of Rock Mechanics and Mining Sciences, 32, 709–724.

    Article  Google Scholar 

  • Barton, N. and Choubey, V., 1977, The shear strength of rock joints in theory and practice. Rock Mechanics and Rock Engineering, 10, 1–54.

    Google Scholar 

  • Bozzolo, D., Pamini, R., and Hutter, K., 1998, Rockfall analysis-a mathemathcal model and its test with field data. Proceedings of 5th International Symposium on Landslides (Vol. 1). University of Lausanne, Lausanne, French, p. 555–560.

    Google Scholar 

  • Constantinidis, C.V., Christodoulias, J., and Sofianos, A. I., 1988, Weathering processes leading to rockfalls at Delphi archaeological site. In: Marinos, P.G. and Koukis, G.C. (eds.), The engineering geology of ancient works, monuments and historical sites: preservation and protection (Proceedings of an international symposium organized by the Greek national group of IAEG 1988) (Vol. 1). Balkema, Rotterdam, Netherland, p. 201–205.

    Google Scholar 

  • Deangeli, C., Segalini, A., and Giani, G.P., 1997, Studies aimed to the consolidation of the cliff where the middleage Corniglio town is built. In: Viggiani, C. (ed.), Geotechnical engineering for the preservation of monuments and historic sites. Balkema, Rotterdam, Netherland, p. 139–144.

    Google Scholar 

  • Dorren, L.K.A., 2003, A review of rockfall mechanics and modelling approaches. Progress in Physical Geography, 27, 69–87.

    Article  Google Scholar 

  • Gostelow, P., 1988, Engineering geology and the protection of historical sites and monuments: slope stability; underground works and caves. In: Marinos, P.G. and Koukis, G.C. (eds.), The engineering geology of ancient works, monuments and historical sites: preservation and protection (Proceedings of an international symposium organized by the Greek national group of IAEG 1988) (Vol. 1). Balkema, Rotterdam, Netherland, p. 45–54.

    Google Scholar 

  • Hungr, O. and Evans, S.G., 1988, Engineering evaluation of fragmental rockfall hazards. Proceedings of 5th International Symposium on Landslides (Vol. 1). University of Lausanne, Lausanne, French, p. 685–690.

    Google Scholar 

  • Jiachuan, Z. and Zhen, W., 1988, Tonglushan open pit mines steep slope and preservation of ancient ore ruins. In: Marinos, P.G. and Koukis, G.C. (eds.), The engineering geology of ancient works, monuments and historical sites: preservation and protection (Proceedings of an international symposium organized by the Greek national group of IAEG 1988) (Vol. 1). Balkema, Rotterdam, Netherland, p. 105–112.

    Google Scholar 

  • Jones, C.L., Higgins, J.D., and Andrew, R.D., 2000, Colorado Rockfall Simulation Program Version 4.0 User’s Manual. Colorado Department of Transportation, Denver, CO, USA, 3–47.

    Google Scholar 

  • Kim, D.B., Lee, S.K., and Lee, C.I., 2001, The engineering properties of shear strength of rock joints in Korea. Journal of Korea Geotechnical Society, 17, 301–315. (in Korean with English abstract)

    Google Scholar 

  • Koh, J.S., Yun, S.H., and Lee, S.W., 1996, Petrology and geochmical characteristics of A-type granite with particular reference to the Namsan granite, Kyeongju. Journal of the Petrological Society of Korea, 5, 142–160. (In Korean with English abstract)

    Google Scholar 

  • Kostak, B., Dobrev, N., Zika, P., and Ivanov, P., 1998, Joint monitoring on a rock face bearing an historical bas-relief. Quarterly Journal of Engineering Geology and Hydrogeology, 31, 37–45.

    Article  Google Scholar 

  • Kyung, J.B. and Lee, H.U., 1998, Intensity analysis of the 26 June 1997 Kyongju earthquake and its geological significance. The Journal of Engineering Geology, 8, 13–24. (in Korean with English abstract)

    Google Scholar 

  • Lan, H., Martin, C.D., and Lim, C.H., 2007, RockFall analyst: A GIS extension for three-dimensional and spatially distributed rockfall hazard modeling. Computers & Geosciences, 33, 262–279.

    Article  Google Scholar 

  • Lee, J.Y. and Park, H.D., 2004, Analysis of rockfall problem on rock slope around Seated Seokgayeorae Image carved on granite surface at Mt. Nam in Gyeong-ju. Journal of the Korean Society for Geosystem Engineering, 41, 26–38. (in Korean with English abstract)

    Google Scholar 

  • Pfeiffer, T.J., Higgins, J.D., Andrew, R.D., Schultz, R.J., and Beck, R.B., 1995, Colorado Rockfall Simulation Program Version 3.0a User’s Manual. Colorado Department of Transportation, Denver, CO, USA, 60 p.

    Google Scholar 

  • Price, D.G., 1990, Engineering geology and the protection of historical sites and monuments: slope stability; underground works and caves. In: Marinos, P.G. and Koukis, G.C. (eds.), The engineering geology of ancient works, monuments and historical sites: preservation and protection (Proceedings of an international symposium organized by the Greek national group of IAEG 1988) (Vol. 4). Balkema, Rotterdam, Netherland, p. 1851–1859.

    Google Scholar 

  • Ritchie, A.M., 1963, Evaluation of rockfall and its control. Highway Research Record, 17, 13–28.

    Google Scholar 

  • Sharma, M. and Kumar, R., 2008, GIS-based landslide hazard zonation: a case study from the Parwanoo area, Lesser and Outer Himalaya, H.P., India. Bulletin of Engineering Geology and the Environment, 67, 129–137.

    Article  Google Scholar 

  • Sofianos, A.I., Constantinidis, C.V., Christodoulias, J., and Anagnostopoulos, A.G., 1988, Rockfall analysis at the ancient region of Argos. In: Marinos, P.G. and Koukis, G.C. (eds.), The engineering geology of ancient works, monuments and historical sites: preservation and protection (Proceedings of an international symposium organized by the Greek national group of IAEG 1988) (Vol. 1). Balkema, Rotterdam, Netherland, p. 213–216.

    Google Scholar 

  • Spang, R.M. and Rautenstrauch, R.W., 1988, Empirical and mathematical approaches to rockfall prodiction and their practical applications. Proceedings of 5th International Symposium on Landslides (Vol. 2). University of Lausanne, Lausanne, French, p. 1237–1243.

    Google Scholar 

  • Topal, T., Akin, M., and Ozden, U.A., 2007, Assessment of rockfall hazard around Afyon Castle, Turkey. Environmental Geology, 53, 191–200.

    Article  Google Scholar 

  • Yan, H., Zhiyi, L., Zhifa, Y., and Jianfeng, W., 2001, Engineering geology study of Lingquansi Cave Temple, People’s Republic of China. Bulletin of Engineering Geology and the Environment, 60, 43–57.

    Article  Google Scholar 

  • Yilmaz, I., Yildirim, M., and Keskin, I., 2008, A method for mapping the spatial distribution of RockFall computer program analyses results using ArcGIS software. Bulletin of Engineering Geology and the Environment, 67, 547–554.

    Article  Google Scholar 

  • Yun, S.H. and Hwang, I.H., 1990, Petrology and geochemical characteristics of the granitic rocks in Namsan area, Kyeongju. Journal of the Korean Earth Science Society, 11, 51–66. (in Korean with English abstract)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hyeong-Dong Park.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Choi, Y., Lee, JY., Lee, J. et al. 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, 69–78 (2009). https://doi.org/10.1007/s12303-009-0006-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12303-009-0006-4

Key words

Navigation