Emergency Intervention

  • Vittorio Colombini
  • Carlo Crippa
  • Claudio Margottini
  • Gedeone Tonoli
Chapter
Part of the Natural Science in Archaeology book series (ARCHAEOLOGY)

Abstract

The explosions of March 2001, besides the demolition of the statues, reduced the stability of the shallower parts of the niches (Margottini 2003, 2004a). All the investigations described in previous chapters, together with many field surveys, allowed the identification of the most unstable sites. In the Eastern Giant Buddha niche, as well as the collapse of the statue, three minor rock falls occurred from the top of the niche. Blasting also degraded the strength of the rear of the highest right part of the niche, where a stairway is located inside the cliff and the wall between the stairs and the niche is quite thin (about 30–50 cm). This part presently has the most critical instability (A3 in Fig. 11.1). As a consequence of an existing buttress, the left side did not suffer as much damage, although in the upper part a rock fall occurred and some instabilities are now evident.

Keywords

Uniaxial Compressive Strength Emergency Intervention Rock Fall Cement Grout Anchor Plate 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

References

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Copyright information

© Springer-Verlag Berlin Heidelberg 2014

Authors and Affiliations

  • Vittorio Colombini
    • 1
  • Carlo Crippa
    • 2
  • Claudio Margottini
    • 3
  • Gedeone Tonoli
    • 2
  1. 1.Studio ColombiniRomeItaly
  2. 2.Trevi Division RodioCasalmaiocco (Lodi)Italy
  3. 3.Department of Geological Survey of ItalyISPRA – Italian Institute for Protection and Environmental ResearchRomeItaly

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