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Field investigation and rockfall hazard zonation at the Shijing Mountains Sutra caves cultural heritage (China)

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Abstract

Sutra inscriptions have been a main means for Buddhistic monks to pass on their teachings. Nine Sutra caves used to store about 5,000 Pleromas carved during the Sui Dynasty of China, more than 1,000 years ago, were found in the Shijing Mountains close to Beijing. These Sutra caves area have been affected by past failures and are subject to serious potential rockfall hazard from the relatively low rocky cliffs where caves are located. The aim of this study was a preliminary assessment of rockfall hazard for this cultural heritage site to support the design of safe tourist paths. The slope geometry has been surveyed by means of a laser profiler. These slope profiles have been used for two-dimensional distinct elements and rockfall simulations. The volumes of more probably unstable rock blocks were measured in situ. The results show that the runout distance ranges between 1.6 and 12.5 m affecting the most important tour route. The rockfalls threaten the life safety of tourists walking around and waiting for visiting the Sutra caves. Based on the analysis mentioned above, a zonation map of runout distance was accomplished. In the map, the range between the release points of the potential rockfalls and the minimum runout distance is defined as the most dangerous zone. The range between the maximum and the minimum runout distance is defined as danger zone. The range beyond the runout distance is defined as a safe zone. The map provides the guidance to the selection of safe tour routes at the scenic site. Finally, to reduce the rockfall hazard, remedial measures including rock bolts, placement of an absorbing layer of loose material and flexible barriers are suggested.

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References

  • Avanzi GD, Marchetti D, Puccinelli A (2006) Cultural heritage and geological hazards: the case of the Calomini hermitage in Tuscany (Italy). Landslides 3(4):331–340

    Article  Google Scholar 

  • Azzoni A, Defreitas MH (1995) Experimentally gained parameters, decisive for rock fall analysis. Rock Mech Rock Eng 28(2):111–124

    Article  Google Scholar 

  • Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10:1–54

    Article  Google Scholar 

  • Bengui H, Gaoqian L (2005) Orthogonal analysis and numerical simulation on influential factors of freeway slope stability. Chin J Geotech Eng 27(6):716–719

    Google Scholar 

  • Bozzolo D, Pamini R (1986) Simulation of rock falls down a valley side. Acta Mech 63(1–4):113–130

    Article  Google Scholar 

  • Broili L (1973) In situ tests for the study of rockfall. Geologia Applicata e Idrogeologia 8(1):105–111

    Google Scholar 

  • Budetta P, Santo A (1994) Morphostructural evolution and related kinematics of rockfalls in Campania (Southern Italy)––a Case-Study. Eng Geol 36(3–4):197–210

    Article  Google Scholar 

  • Canuti P, Casagli N, Catani F, Fanti R (2000) Hydrogeological hazard and risk in archaeological sites: some case studies in Italy. J Cult Herit 1(2):117–125

    Article  Google Scholar 

  • Chau KT, Wong RHC, Wu JJ (2002) Coefficient of restitution and rotational motions of rockfall impacts. Int J Rock Mech Min Sci 39(1):69–77

    Article  Google Scholar 

  • Constantinidis CV, Christodoulias J, Sofianos AI, Marinos PG, Koukis GC (1988) The engineering geology of ancient works, monuments and historical sites: preservation and protection. In: Proceedings of an international symposium organized by the Greek National Group of IAEG 1988, vol 1, pp 201–205

  • Corominas J, Moya J (2008) A review of assessing landslide frequency for hazard zoning purposes. Eng Geol 102(3–4):193–213

    Article  Google Scholar 

  • Cundall PA (1971) A computer model for simulating progressive large-scale movements in block rock systems. In: Proceedings of symposium of international society of rock mechanics, Nancy, France

  • Dezhen G (1979) Basis of rock engineering geology geomechanics. Science Press, Beijing

    Google Scholar 

  • Dorren LKA, Berger F, Putters US (2006) Real-size experiments and 3-D simulation of rockfall on forested and non-forested slopes. Nat Hazards Earth Syst Sci 6(1):145–153

    Article  Google Scholar 

  • Evans SG, Hungr O (1993) The assessment of rockfall hazard at the base of talus slopes. Can Geotech J 30(4):620–636

    Article  Google Scholar 

  • Guzzetti F, Crosta G, Detti R, Agliardi F (2002) STONE: a computer program for the three-dimensional simulatation of rock-falls. Comput Geosci 28(9):1081–1095

    Google Scholar 

  • Hoek E, Bray JW (1981) Rock slope engineering. Institution of Mining and Metallurgy, London

    Google Scholar 

  • Hu B, Wang S, Liu S (2007) Determination and application of jointed rock mass parameters based on fine structure description and numerical experiment. Chin J Rock Mech Eng 26(12):2458–2465

    Google Scholar 

  • Institute of geology Beijing (2005) Synthesize investigated report for the World Geopark of Fangshan District

  • ISRM, Ulusay R, Hudson JA (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. Kozan, Ankara

    Google Scholar 

  • Jones CL, Higgins JD, Andrew RD (2000) Colorado rockfall simulation program version 4.0. Colorado Department of Transportation, Colorado Geological Survey

    Google Scholar 

  • Kobayashi Y, Harp EL, Kagawa T (1990) Simulation of rockfalls triggered by earthquakes. Rock Mech Rock Eng 23(1):1–20

    Article  Google Scholar 

  • Margottini C (2004) Instability and geotechnical problems of the Buddha niches and surrounding cliff in Bamiyan Valley, central Afghanistan. Landslides 1(1):41–51

    Article  Google Scholar 

  • Okura Y, Kitahara H, Sammori T, Kawanami A (2000) The effects of rockfall volume on runout distance. Eng Geol 58(2):109–124

    Article  Google Scholar 

  • Palmström A (1982) The volumetric joint count – A useful and simple measure of the degree of rock mass jointing. In: Proceedings IAEG Congress, New Delhi, pp 221–228

  • Palmström A (2005) Measurements of and correlations between block size and rock quality designation (RQD). Tunn Undergr Space Technol 20(4):362–377

    Article  Google Scholar 

  • Park HD, Choi Y, Lee JY, Lee J (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 

  • Pfeiffer TJ, Bowen T (1989) Computer simulation of rockfalls. Bull Assoc Eng Geol 26(1):135–146

    Google Scholar 

  • Robotham ME, Wang H, Walton G (1995) Assessment of risk from rockfall from active and abandoned quarry slopes. Trans Inst Min 104:25–33

    Google Scholar 

  • Rocscience Inc. (2002) ROCFALL-computer program for risk analysis of falling rocks on steep slopes. Version 4.0, Toronto

  • Runqiu H, Weihua L, Jiangping Z (2007) Rolling tests on movement characteristics of rock blocks. Chinese. J Geotech Eng 29(9):1296–1302

    Google Scholar 

  • Sassa K, Tsuchiya S, Ugai K, Wakai A, Uchimura T (2009) Landslides: a review of achievements in the first 5 years (2004–2009). Landslides 6(4):275–286

    Article  Google Scholar 

  • Siming H, Yong W, Xinpo L (2009) Research on restitution of rock fall. Rock Soil Mech. 30(3):623–627

    Google Scholar 

  • Stevens W (1998) Rockfall: a tool for probabilistic analysis, design of remedial measures and prediction of rockfalls. M.A.Sc. Thesis, Department of Civil Engineering, University of Toronto, Ontario, Canada

  • Ulusay R, Gokceoglu C, Topal T, Sonmez H, Tuncay E, Erguler ZA, Kasmer O (2006) Assessment of environmental and engineering geological problems for the possible re-use of an abandoned rock-hewn settlement in Urgup (Cappadocia), Turkey. Env Geol 50(4):473–494

    Article  Google Scholar 

  • Yang Z, Zhang L, Shang Y (2002) Two engineering geomechanics subjects to be worth paying close attention. J Eng Geol 10(1):10–14

    Google Scholar 

  • Yilmaz I, Yildirim M, Keskin I (2008) A method for mapping the spatial distribution of rockfall computer program analyses results using ArcGIS software. Bull Eng Geol Environ 67(4):547–554

    Article  Google Scholar 

  • Zhang L (2003) Study on rockfall mechanism and rockfall hazard assessment. Institute of Geology and Geography Chinese Academy of Science, Beijing

    Google Scholar 

  • Zhang L, Xu B, Shang Y (2004) Engineering geological investigation and assessment on rockfall hazard along Basu Linzhi section of south line of Sichuan- Tibet highway. Chin J Rock Mech Eng 23(9):l551–l557

    Google Scholar 

  • Zhang L, Yang Z (2004) Risk analysis of encountering rockFalls on a highway—a case study.Chin J Rock Mech Eng 3(21):3700–3708

    Google Scholar 

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

    Article  Google Scholar 

Download references

Acknowledgments

The authors would like to acknowledge the support of the National Technology Support Project (2008BAK50B04) and the Chinese academy of sciences knowledge innovation project important direction project (KZCX2–YW–Q03–02) and the National Natural Science Foundation of China (40502027). They also thank the reviewers for helpful comments.

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Correspondence to Xueliang Wang.

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Wang, X., Zhang, L., Wang, S. et al. Field investigation and rockfall hazard zonation at the Shijing Mountains Sutra caves cultural heritage (China). Environ Earth Sci 66, 1897–1908 (2012). https://doi.org/10.1007/s12665-011-1414-0

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  • DOI: https://doi.org/10.1007/s12665-011-1414-0

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