The long-term—probably the longest existing—geodetic monitoring record (>20 years) of a major, slow-moving (about 150 mm/year) deep-seated landslide in northern Greece was analysed. Kinematics of all control points established on the sliding mass, as well as of another neighbouring major landslide, were found to follow the same exponential trend. Least-square-derived spectral analysis of the unevenly spaced residuals of the fitting revealed that superimposed on this trend are events of accelerated movement with a mean return period of 4·0–7·5 years, most likely triggered by meteorological factors. Such a kinematic pattern, derived for the first time owing to the scarcity of detailed long-term landslide monitoring records, shows that, except for some major deep landslides for which there is evidence of seasonal variation of their movement, there are landslides with a much larger periodicity (some years).
Article navigation
July 2007
Research Article|
July 01 2007
Kinematics of two deep-seated landslides in Greece
S. I. Pytharouli, Dipl Eng, MSc;
S. I. Pytharouli, Dipl Eng, MSc
Geodesy Laboratory, Department of Civil Engineering, University of Patras
Greece
Search for other works by this author on:
V. A. Kontogianni, Dipl Eng, MSc, PhD;
V. A. Kontogianni, Dipl Eng, MSc, PhD
Geodesy Laboratory, Department of Civil Engineering, University of Patras
Greece
Search for other works by this author on:
S. C. Stiros, Dipl Eng, PhD
S. C. Stiros, Dipl Eng, PhD
Geodesy Laboratory, Department of Civil Engineering, University of Patras
Greece
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
July 18 2005
Accepted:
February 23 2007
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2007 Thomas Telford Ltd
2007
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2007) 160 (3): 179–183.
Article history
Received:
July 18 2005
Accepted:
February 23 2007
Citation
Pytharouli SI, Kontogianni VA, Stiros SC (2007), "Kinematics of two deep-seated landslides in Greece". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 160 No. 3 pp. 179–183, doi: https://doi.org/10.1680/geng.2007.160.3.179
Download citation file:
Suggested Reading
GW vulnerability assessment based on entropy and fuzzy method
Proceedings of the Institution of Civil Engineers - Water Management (May,2012)
Well-balanced two-dimensional coupled modelling of submarine turbidity currents
Maritime Engineering (September,2012)
Parsimonious numerical modelling of deep geothermal reservoirs
Proceedings of the Institution of Civil Engineers - Energy (July,2015)
GPS measurements on the London Millennium Bridge
Civil Engineering Innovation (January,2008)
Method for optimal vertical alignment of highways
Proceedings of the Institution of Civil Engineers - Transport (November,2009)
Related Chapters
Environmentally enhanced crack propagation in a chemically degrading isotropic shale
Bio- and Chemo-Mechanical Processes in Geotechnical Engineering: Géotechnique Symposium in Print 2013
A biostratigraphy for the London Clay in London
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
Can the Anthropocene Provide a Tool For Meaningful Teaching of Sustainability in Higher Education?
Teaching and Learning Strategies for Sustainable Development
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
