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Natural Hazards and Earth System Sciences An interactive open-access journal of the European Geosciences Union
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Volume 12, issue 6
Nat. Hazards Earth Syst. Sci., 12, 1823–1836, 2012
https://doi.org/10.5194/nhess-12-1823-2012
© Author(s) 2012. This work is distributed under
the Creative Commons Attribution 3.0 License.

Special issue: Geo-hydrological risk and town and country planning

Nat. Hazards Earth Syst. Sci., 12, 1823–1836, 2012
https://doi.org/10.5194/nhess-12-1823-2012
© Author(s) 2012. This work is distributed under
the Creative Commons Attribution 3.0 License.

Research article 01 Jun 2012

Research article | 01 Jun 2012

Rockfall hazard and risk assessment: an example from a high promontory at the historical site of Monemvasia, Greece

H. Saroglou1, V. Marinos2, P. Marinos1, and G. Tsiambaos1 H. Saroglou et al.
  • 1School of Civil Engineering, Geotechnical Department, National Technical University of Athens, 9 Iroon Polytechniou str., 157 80 Athens, Greece
  • 2Departement of Geology, Aristotle University of Thessaloniki, Greece

Abstract. The paper presents the kinematics of rock instability of a high limestone promontory, where the Monemvasia historical site is situated, in Peloponnese in Southern Greece. The instability phenomena poses a significant threat to the town located at the base of the slope. Rockfall episodes occurred in the past due to the relaxation of the high cliff, whereas significant undermining of the castle frontiers has been observed at the slope crest.

The predominant types of instability are of planar, wedge and toppling failure of medium to large blocks. In order to investigate the existing stability conditions and decide upon the protection measures, stability and rockfall analyses were carried out for numerous slope sections under different loading conditions and protection measures were suggested.

A rock-fall risk rating system is proposed, which is based on morphological and structural criteria of the rock mass and on vulnerability and consequences. The rating system is applied for individual sections along the slope and a risk map was produced, which depicted areas having different degree of risk against rockfall occurrences.

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