GNGTS 2015 - Atti del 34° Convegno Nazionale

Del Gaudio V., Coccia S., Wasowski J., Gallipoli M.R. and Mucciarelli M.; 2008: Detection of directivity in seismic site response from microtremor spectral analysis. Nat. Hazards Earth Syst. Sci., 8 , pp. 751-762. Falconi L., Peloso A., Puglisi C., Screpanti A., Tati A. and Verrubbi V.; 2015: Rockfalls monitoring along eastern coastal cliffs of the Favignana island (Egadi, Sicily): preliminary remarks. In Lollino G., Giordan D., Marunteanu C., Christaras B., Yoshinori I. and Margottini C., eds: Engineering Geology for Society and Territory, 8 , pp. 287- 291. DOI: 10.1007/978-3-319-09408-3_50 Galea P., D’Amico S. and Farrugia D.; 2014: Dynamic characteristics of an active coastal spreading area using ambient noise measurements-Anchor Bay, Malta. Geophys. J. Int., 199 , pp. 1166-1175. Gigli G., Frodella W., Mugnai F., Tapete D., Cigna F., Fanti R., Intrieri E. and Lombardi L.; 2012: Instability mechanisms affecting cultural heritage sites in the Maltese Archipelago. Nat. Hazards Earth Syst. Sci., 12 , pp. 1883-1903. Got J.-L., Mourot P. and Grangeon J.; 2010: Pre-failure behaviour of an unstable limestone cliff from displacement and seismic data. Nat. Hazards Earth Syst. Sci., 10 , pp. 819-829. Goudie A.; 2004: Encyclopedia of Geomorphology. Routledge, London (United Kingdom), 1156 pp. Hutchinson J.N.; 1988: General Report: Morphological and geotechnical parameters of landslides in relation to geology and hydrogeology . In Bonnard C., ed: Proceedings, Fifth International Symposium on Landslides, 1 , Balkema, Rotterdam (Netherlands), pp. 3-35. Nakamura Y.; 1989: A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface. Quarterly Report of Railway Technical Research Institute (RTRI), 30 (1), pp. 25-33. Nigro F., Renda P. andArisco G.; 2000: Tettonica recente nella Sicilia nord-occidentale e nelle Isole Egadi. Soc. Geol. It., 119 , pp. 307-319. Panzera F., D’Amico S., Lotteri A., Galea P. & Lombardo G.; 2012: Seismic site response of unstable steep slope using noise measurements: the case study of Xemxija Bay area, Malta. Nat. Hazards Earth Syst. Sci., 12 (11), pp. 3421-3431. Pedley M., Hughes-Clarke M. & Galea P.; 2002: Limestone Isles in a Crystal Sea: The Geology of the Maltese Islands. Publishers Enterprises Group Ltd, San Gwann (Malta), 109 pp. Scandone P., Giunta G. and Liguori V.; 1974: The connection between Apulia and Sahara continental margins in the Southern Apennines and in Sicily. Mem. Soc. Geol. It., 13 , pp. 317-323. Slaczka A., Nigro F., Renda P. and Favara R.; 2011: Lower Pleistocene deposits in East part of the Favignana Island, Sicily, Italy. Il Quaternario Italian Journal of Quaternary Sciences, 24 (2), pp. 153-159. Tondi E., Cilona A., Agosta F., AydinA., Rustichelli A., Renda P. and Giunta G.; 2012: Growth processes, dimensional parameters and scaling relationships of two conjugate sets of compactive shear bands in porous carbonate grainstones, Favignana Island, Italy. Journal of Structural Geology, 37 , pp. 53-64. Varnes D.J.; 1978: Slope movement types and processes . In Schuster R.L. and Krizek R.J., eds: Landslides Analysis and Control, Special Report 176 , National Academy of Science, Washington D.C. (USA), pp. 11-33. Marine geophysical and geological investigations in support to the construction of new harbour infrastructures: the Trieste Marine Terminal extension C.A. Masoli 1 , L. Petronio 2 , E. Gordini 2 , M. Deponte 2 , D. Cotterle 2 , R. Romeo 2 , G. Böhm 2 , A. Barbagallo 2 , R. Belletti 2 , S. Maffione 2 , F. Meneghini 2 1 Geosyntech srl - Trieste, Italy 2 OGS (Istituto nazionale di Oceanografia e di Geofisica Sperimentale), Trieste, Italy Introduction. A combination of geographic and historical factors has made the Trieste harbour one the most important commercial terminal in the Mediterranean sea. Thanks to the deep natural draft (about 18 m) modern high capacity vessels can moor to the piers so this area is subject to a modernization project to improve commercial traffic capability. In this expansion plan, the container Trieste Marine Terminal (TMT) - Molo VII, is interested by a extension of about 200 m. The actual terminal were built upon equal-spaced pillars founded in GNGTS 2015 S essione 3.2 63