Abstract
The Lemeglio landslide has been known since the end of nineteenth century because it represents a well-preserved coastal landslide in the Mediterranean environment. The landslide affects engineering structures: several drillings have been performed that allowed establishing the thickness and the bedrock nature; moreover they have been equipped with geotechnical and hydrogeological monitoring tools. It represents an active complex landslide, with a mean rate of movement up to 3 cm/y, whereas rapid phenomena like rockfalls occur at the landslide scarps. Recently, further information on ground movements has been collected through the radar interferometry technique PSinSAR. This monitoring activity, together with field surveys, allowed us to make a new delimitation of this large slope instability phenomenon. It now affects also the Lemeglio village and the north catchment of the hystorically-known area. On the basis of the collected data we can ascribe all the coastal area to a rock block slide or rotational sagging.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Almagià R (1907) Studi geografici sulle frane in Italia. L’Appennino settentrionale e il Preappennino Tosco-Romano. Memorie della Società Geografica Italiana, vol XIII, 343 p
Fanucci F, Nosengo S (1979) Rapporti tra neotettonica e fenomeni morfogenetici del versante marittimo dell’Appennino ligure e del margine continentale. Bollettino della Società Geologica Italiana 96:41–51
Frattini PR, Crosta GB, Allievi J (2013) Damage to buildings in large slope rock instabilities monitored with the PSInSAR™ technique. Remote Sens 5:4753–4773
Hutchinson JN (1988) General report. Morphological and geotechnical parameters of landslides in relation to geology and hydrogeology. In: Proceedings of 5th international symposium on landslides, Lausanne, vol 1, pp 3–35
Istituto Superiore per la Protezione e la Ricerca Ambientale and Regione Liguria (2012) Carta Geologica d’Italia alla scala 1:50.000, Foglio 232 Sestri Levante
Marinos P, Hoek E (2001) Estimating the geotechnical properties of heterogeneous rock masses such as flysch. Bull Eng Geol Environ (IAEG) 60:85–92
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2015 Springer International Publishing Switzerland
About this paper
Cite this paper
Faccini, F., Crispini, L., Federico, L., Robbiano, A., Roccati, A. (2015). New Interpretation of Lemeglio Coastal Landslide (Liguria, Italy) Based on Field Survey and Integrated Monitoring Activities. In: Lollino, G., et al. Engineering Geology for Society and Territory - Volume 2. Springer, Cham. https://doi.org/10.1007/978-3-319-09057-3_32
Download citation
DOI: https://doi.org/10.1007/978-3-319-09057-3_32
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-09056-6
Online ISBN: 978-3-319-09057-3
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)