Skip to main content
Log in

Rockfall hazard assessment at Ajanta Cave, Aurangabad, Maharashtra, India

  • Original Paper
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

Abstract

The Ajanta caves are situated in Deccan Trap basalt and declared as one of the World Heritage Sites by UNESCO. The present study aims to investigate and understand the damage of caves and to protect the life of the visitors from the rockfall phenomenon at and around the caves. Information related to the detached rock mass/block was acquired by using Barton–Bandis model in Universal Distinct Element Code. Parameters for rockfall simulation were determined by rigorous field study and laboratory experiment and then calibrated some of the parameters by back analysis. RocFall 4.0 program has been used to calculate maximum bounce heights, total kinetic energies, and translational velocities of the falling blocks of different weights. The maximum bounce height varies from 14.0 to 19.0 m for the weight of the block size ranging from 500 to 2,000 kg, whereas the maximum velocity and maximum kinetic energy are 30.0 m/s and 917.66 kJ, respectively. Finally, the results of simulation have been used to find out the position of the barrier and its capacity to design the protection barrier. The barrier capacity was found to be 325 kJ for 2,000 kg of falling blocks at a height of 50.0 m.

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.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

References

  • Ahmad M, Umrao RK, Ansari MK, Singh R, Singh TN (2013) Assessment of rockfall hazard along the road cut slopes of State Highway-72. Maharashtra, India, Geomaterials 3(1):15–23

    Google Scholar 

  • Ansari MK, Ahmad M, Singh R, Singh TN (2012) Rockfall assessment near Saptashrungi Gad temple, Nashik, Maharashtra, India. Int J Disaster Risk Reduction 2:77–83

    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 

  • Bamzai K and Ojha R (2007) Inda Today. Retrieved from http://indiatoday.intoday.in/story/Caveman+tactics/1/2142.html dated 29 Nov

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

    Article  Google Scholar 

  • Bondre NR, Duraiswami RA, Dole G, Phadnis VM, Kale VS (2000) Inflated Pahoehoe lavas from the Sangamner area of the western Deccan volcanic province. Curr Sci 78:1004–1007

    Google Scholar 

  • Bondre NR, Duraiswami RA, Dole G (2004) Morphology and emplacement of flows from the Deccan volcanic province, India. Bull Volcanol 66:29–45

    Article  Google Scholar 

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

    Google Scholar 

  • Cundall PA (1971) A computer model for simulating progressive large-scale movemnets in blocks rock system. Proceedings of sumposium of international society of rock mechanics. Nancy, France

    Google Scholar 

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

    Article  Google Scholar 

  • GSI (2001) Geoscientific studies for the conservation of Ajanta Caves. Central region of GSI

  • Guzzetti F, Crosta G, Detti R, Agliardi F (2002) STONE: A computer program for the three-dimensional simulation of rock-falls. Computer Geoscience 28:1079–1093

    Article  Google Scholar 

  • Hoek E and Bray J (1981) Rock Slope Analysis. Institute of Mining and Metallurgy

  • ISRM (1979) Suggested method for determining tensile strength of rock materials. Int J Rock Mech Mng Sci Geomech 15:99–103

    Google Scholar 

  • ISRM (1981a) Suggested method for determining the uniaxial compressive strength and deformability of rock materials. International Society for Rock Mechanics. Commision on Standardisation of Laboratory sand Field Tests pp 111–116

  • Magazine IN (1998).The HINDU

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

    Google Scholar 

  • Rana RS and Vishwakarma LL (1990) Occurrence of artesian conditions in the Sina river basin of drought prone Karjau Taluka, Ahmednagar district in Maharashtra. All Indian seminar on Modern Techniques of Rainwater Harvesting, Water Conservation and Artificial Recharge for Drinking water, afforstation, Horticulture and Agriculture, G.S.D.A Publication, pp 207–213

  • Rocscience (2004) RocFall software for risk analysis of falling rock on steep slope. Rocscience User’s Guide

  • Singh TN, Verma AK, Sarkar K (2010) Static and dynamic analysis of a landslide Geomatics. Nat Hazards Risk 1(4):323–338

    Article  Google Scholar 

  • Topal T, Akin M, Ozden AU (2007) Assessment of rockfall hazard around Afyon Castle. Environ Geol 53(1):191–200

    Article  Google Scholar 

  • Ulusay R, Gokceoglu C, Topal T, Sonmez H, Tuncay E, Erguler ZA (2006) Assessment of environment 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 

  • Walker GPL (1971) Compound and simple lava flows and flood basalts. In: Deccan Trap and Other Flood Eruptions, Part I (ed) U Aswathanarayana. Bull Volcanol 35:579–590

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to M. K. Ansari.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Ansari, M.K., Ahmad, M., Singh, R. et al. Rockfall hazard assessment at Ajanta Cave, Aurangabad, Maharashtra, India. Arab J Geosci 7, 1773–1780 (2014). https://doi.org/10.1007/s12517-013-0867-8

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12517-013-0867-8

Keywords

Navigation