Aceto L., Antronico L., Coscarelli R., Gullà G., Mendicino G., Sorbino G., Sorriso-Valvo M., Terranova O., 1996, Sperimentazione in sito con simulatori di pioggia nel bacino del Torrente Turbolo (Fiume Crati, Calabria) – 1. Obiettivi e Metodologie,
1996,
GULLA' G., SORBINO G., 1996, Soil suction measurements in a landslide involving weathered gneiss,
7th International Symposium on Landslides, pp. 749–754, Trondheim, Norway, 17-21 June 1996,
GULLA' G., NICOLETTI P.G., 1996, Rock weathering and discontinuity network in a Sackung in the Aspromonte Massif (Calabria, S Italy),
7th International Symposium on Landslides, pp. 971–976, Trondheim, Norway, 17-21 June 1996,,
SORRISO-VALVO M., GULLA' G., 1996, Rock Slide,
Landslide Recognition, edited by R. Dikau, D. Brunsden, L. Schrott & M.L. Isben, pp. 85–96. Chichester_ John Wiley & Sons, Ltd., 1996,
Gullà G, TERRANOVA O, 1996, Il debris torrent che ha interessato l’abitato di Solofra (AV) nell’agosto 1993,
GEAM. Geoingegneria ambientale e mineraria 89 (1996): 95–102.,
Guzzetti F., Cardinali M., Reichenbach P., 1996, The influence of structural setting and lithology on landslide type and pattern,
Environmental & engineering geoscience (Print) 2 (1996): 531–555.,
Guzzetti F., Reichenbach P., 1996, The definition of topographic divisions for Italy,
Raster Imagery in Geographic Information Systems, edited by Morain S., Lopez Barros S., 1996,
Guzzetti F., Cardinali M., Reichenbach P., 1996, Carta delle aree colpite da movimenti franosi e da inondazioni. Progetto AVI,
1996,
Guzzetti F., Cardinali M., Reichenbach P., 1996, Carta delle aree colpite da movimenti franosi e da inondazioni,
1996,
SORRISO-VALVO M., ANTRONICO L., CATALANO E., GULLA' G., TANSI C. DRAMIS F., FERRUCCI F., FANTUCCI R., 1996, The Lago study case. “THE TEMPORAL STABILITY AND ACTIVITY OF LANDSLIDES IN EUROPE WITH RESPECT TO CLIMATIC CHANGE (TESLEC)”,
1996,
Abstract
THE TEMPORAL STABILITY AND ACTIVITY OF LANDSLIDES IN EUROPE WITH RESPECT TO CLIMATIC CHANGE (TESLEC) ...
THE TEMPORAL STABILITY AND ACTIVITY OF LANDSLIDES IN EUROPE WITH RESPECT TO CLIMATIC CHANGE (TESLEC)
SORRISO-VALVO M., ANTRONICO L., CATALANO E., GULLA' G., TANSI C., 1996, Lago, Italy. “THE TEMPORAL STABILITY AND ACTIVITY OF LANDSLIDES IN EUROPE WITH RESPECT TO CLIMATIC CHANGE (TESLEC)”,
1996,
Abstract
European Community, CEC Environment Programme, Contract No. EV5V-CT94-0454 ...
European Community, CEC Environment Programme, Contract No. EV5V-CT94-0454
IOVINE G. & MERENDA L., 1996, Analisi geomorfologica e valutazione delle condizioni di Rischio Specifico da Frana nella frazione S. Giorgio del Comune di Gimigliano (Calabria).,
"La prevenzione delle catastrofi idrogeologiche_ il contributo della ricerca scientifica", pp. 239–249, Alba, CN, 5-7 novembre 1996,
IOVINE G. & MERENDA L., 1996, Nota illustrativa alla “Carta delle frane e della mobilizzazione diastrofica, dal 1973 ad oggi, nel bacino del Torrente Straface (Alto Jonio, Calabria)”,
Geologia Applicata e Idrogeologia 31 (1996): 107–128.,
CRESCENZI E. (1), GRASSI D. (2), IOVINE G. (1), MERENDA L. (1), MICELI F. (1) & SDAO F. (2), 1996, Fenomeni di instabilità franosa nei centri abitati calabri_ esempi rappresentativi.,
Geologia Applicata e Idrogeologia 31 (1996): 203–226.,
POWERS P.S. & CHIARLE M., 1996, A digital photogrammetric method to measure horizontal surficial movements on the Slumgullion landslide, Hinsdale County, Colorado,
Savage W.Z. & Varnes D.J. (eds.) "The Slumgullion Earthflow_ a large-scale natural laboratory". U.S.Geol. Surv. Bull. 2130, pp. 51–56, 1996,
LUINO F. & CHIARLE M., 1996, Colate detritiche torrentizie innescate dal nubifragio del 08-07-1996 sul M.Mottarone,
Nimbus (Torino) 13-14 (1996): 123–125.,
ARATTANO M., CHIARLE M., FIORASO G., MARCHI L., MORTARA G., TURITTO O., TETAMO G., 1996, Analysis of recent and past debris flow events in the italian alpine region,
1996,
ARATTANO M., CHIARLE M., FIORASO G., TETAMO G., TURITTO O., MORTARA G., MARCHI L., DEGANUTTI A., 1996, Second Twelve-months progress report CE contract n.EV5VCT940453. Contribution of CNR IRPI,
1996,
Polemio, M.
Dragone, V., 1996, L’utilizzazione di brevi serie pluviometriche per lo studio della piovosità media annua nell’alta valle del Sele,
pp.1–16, 1996,
IOVINE G. (1), PARISE M. (2) & CRESCENZI E. (3), 1996, Analisi della franosità nel settore centrale dell’Appennino Dauno.,
Memorie della Societa Geologica Italiana (Testo stamp.) 51 (1996): 633–641.,
Sorriso-Valvo M. (1), Tansi C. (1), 1996, Attività franosa in relazione all’attività tettonica recente nella Media Valle del F. Crati,
Convegno Nazionale "Il ruolo della Geomorfologia nella Geologia del Quaternario" - Organizzato dal Dipartimento di Scienze della Terra dell'Università Federico II di Napoli, pp. 31–32, Napoli, 27-29 Febbraio 1996,
Borri, D.
Bosco, D.
Civitella, F.
Cotecchia, V.
Polemio, M.
Spizzico, M.
Tadolini, T., 1996, Problems and knowledge cases of underground transport networks,
Int. Conf. "Planning for self-sustainable development", pp. 117–138, Otranto, 16-18/5/1996,
POLEMIO M., 1996, Gli strumenti del monitoraggio idrogeologico continuo della frana Acquara-Vadoncello di Senerchia,
1996,
Sorriso-Valvo M. (1), Antronico L. (1), Catalano E. (1), Gullà G. (1), Tansi C. (1), Dramis F. (2), Ferrucci F. (3), Fantucci R. (2), 1996, EC Environment, Teslec – Final Report (June 1996),
The temporal stability and activity of landslides in Europe with respect to climatic changes (TESLEC), Final Report, Part II, edited by R. Dikau, L. Schrot, M. Dehn, K. Hennrich, S. Rasemann (eds.), pp. 87–152, 1996,
Iovine G. (1), Tansi C. (1), 1996, Strutture cuneiformi da accomodamento gravitativo lungo rampe di thrust_ un modello cinematico di evoluzione gravitativa,
1996,
Iovine G. (1), Parise M. (2), Tansi C. (1), 1996, Slope movements and tectonics in North-Eastern Calabria,
7th International Symposium on Landslides - "ISL'96", pp. 785–790, Trondheim, Norvegia, June 17-21, 1996,
Powers P.S. (a), Chiarle M. (b), Savage W.Z. (a), 1996, A digital photogrammetric method for measuring horizontal surficial movements on the Slumgullion earthflow, Hinsdale County, Colorado,
Computers & geosciences 22 (1996): 651–663. doi_10.1016/0098-3004(96)00008-8,
DOI: 10.1016%2F0098-3004(96)00008-8
Sorriso-Valvo M. (1), Tansi C. (1), Antronico L. (1), 1996, Relazioni tra frane, forme del rilievo e strutture tettoniche nella Media Valle del Fiume Crati (Calabria),
Geografia fisica e dinamica quaternaria (Testo stamp.) 19 (1996): 107–117.,
Sorriso-Valvo M. (1), Tansi C. (1), 1996, Grandi frane e deformazioni gravitative profonde di versante della Calabria. Note illustrative della carta al 250.000,
Geografia fisica e dinamica quaternaria (Testo stamp.) 19 (1996): 395–408.,
Abstract
Large-scale landslides and deep-seated gravirational slope deformations (dgsd) are frequent in the Calabrian territory, where ...
Large-scale landslides and deep-seated gravirational slope deformations (dgsd) are frequent in the Calabrian territory, where they cover ca. 2 % of the territory surface (300 km2). In the 1_250,000 scale Map of Large- scale Landslides and Deep-Seated Gravitational Slope Deformations of Calabria (fold-out plate, referred to as the «Map» from here in the text) have been mapped phenomena with at least one side equal or exceeding 500 m. Large-scale landslides are landslides whose size is determinant in regard to the development of the phenomenon, or in regard to the intervention feasibility. They include scale-effect landslides, whose deformation mechanism is modified by scale effects that influence mechanical properties of deforming rocks (e.g. the friction reduction in large rock avalanches). Deep-seated gravitational slope deformations (dgsd) are slope movements for which it is not essential postulating the presence of a continuous shearing surface. Their mechanism can be modified by scale factors (e.g. the brittle-ductile transition in creep deformation). The mapping base consists of the topography with contour lines cities and lifelines, and of the lithology. Lithologic units are characterized by their mechanic behavior in relation to the studied phenomena, thus they can be considered as Litho-Technical Units (LTU). In the Map, all units have been grouped into eight LTU, herein ordered according to the slope movement increasing frequency. 1 - Carbonates. It includes thick Mesozoic-Paleogene limestones and dolostones in the Northern Calabria and Jurassic limestones covering crystalline allochtonous nappes in South Calabria. Faulting and jointing from rare to extremely frequent (shattered dolostone). 2 - Paleozoic, medium to high-grade metamorphim and igneous rocks. It includes different t3?pes of gneiss and rocks of the granite family forming thick allochtonous nappes emplaced during Middle-Upper Miocene. Jointing and weathering intensive. 3 - Neogene hard sedimentary rocks. It includes sandstones, conglomerates, limestones banks, with layers of softer rocks. They were deposited in different sedimentary cycles (Lower Miocene, Tortonian-Messi-nian, Messinian-Lower Pliocene). Jointing from rare to frequent; weathering moderate. 4 - Pliocene and Pleistocene soft marine and continental deposits. They include sand, clay and subordinate gravel thick beds that fill the tectonic depressions. Faulting and folding moderate, locally intensive . 5 - Mesozoic, ophiolite-bearing low to medium grade metamorphic rocks, derived by the metamorphism of basic lavas with silicanch limestones of the old Tyrrhenian oceanic crust. They include three tectonic units emplaced during Upper Miocene. Tectonic structures (principally multiple duplex and joints) are pervasive and frequent to very frequent. 6 - Tertiary (Messinian-Lower Pliocene) clayey and marly terranes with evapontic levels. It is a heterogeneous unit made of relatively thin levels with very different lithologic nature, so that the proprieties of the unit essentially depend on the weakest beds. Jointing sand folding from moderate to intensive. Gypsum levels heavily attacked by karst erosion. 7 - Paleozoic and Mesozoic very low to low grade metamorphic rocks. They include essentially slates and phyllitic rocks of oceanic and continental crust, arranged in tectonic nappes piled up in Middle Miocene. Jointing and weathering intensive. 8 - Mesozoic and Tertiary flyschs. They include the Mesozoic quartzi-tic flysch of the north-eastern Sila mountains the MesozoicTertiary flyschs of the north-eastern Calabria, and the Cretaceous-Oligocene Varicolored shales cropping along the Ionian side of the region. Tectonic deformation from intensive to extremely intensive. Major tectonic structures which generated or are generating topographic relief are mapped. Calabria is, indeed, a territory whose relief has been tectonically built during Quaternary era. Block-faulting style is predominant even though regional tilting and folding is present in the Ionian (eastern) side. Generally speaking, each range is a longitudinal (with respect of the land elongation) horst, each valley is a longitudinal graben (in general symmetrical), and each isthmus is a transversal graben. Transversal horsts are also present. The whole structure is an arc-shaped sector of the Alpine S-shaped orogenic belt that extends from Northern Africa, to Apennines and Alps, to remain in Italy. Four morphotectonic sectors can be distinguished in Calabria (fig. 2): 1st - Apennine range (Mount Pollino) and north-eastern Sila. Characterized by a set of normal/strike-slip faults striking N 120-130°, plunging to the SW and to the NE, and in part active. Maximum tectonic uplift ca. 0.7 mm/yr. 2nd - Basin and range system of the Catena Costiera Tirrenica, river Crati Graben, and Sila range. The present relief is due essentially to N-S striking block-faulting sets, with a dextral strike-slip component. The termination of the fault sets is against the faults of Sector 1 to the north, and against a N 30° striking set to the South. On the eastern side of the Sila, tectonics consists of tilting and folding, combined with block faulting. Strike of structures is roughly NE-SW, with parts striking E-W and N-S. This system is active, with an average Quaternary tectonic uplift of Imm/yr in the Catena Costiera range and ca. 0,8 mm/yr. in the Sila range. 3rd - This sector includes the Catanzaro isthmus, due to a N 120° trending transversal graben that separates the Sila range, to the north, from the Serre-Aspromonte range, to the South. 4th - The last sector includes the NE-SW trending fault sets that uplift the Serre-Aspromonte range with a rate of ca. ImmA'r. A wide tectonic depression in the Tyrrhenian side initiated uplifting in the Upper Pleistocene forming at present a large terrace of Tyrrhenian age. In the Ionian side, compressive deformation (folds, thrust faults) present a degree of shortening much higher than in the sector 2, with hogbacks trending parallel to the range. In the Map appear 172 phenomena. They are subdivided into five groups according to the type of deformation_ slide-flow, block slide and lateral spread (large-scale landslides); Jahn-type lateral spread and Sackung (dgsd). Few cases of subsidence are also mapped, but they represent a non-well studied small population of phenomena, most of which of karstic origin. They are much more frequent when smaller phenomena are concerned. For each studied case a data form has been compiled and filed in a data-base used for statistical analysis. In the record, siting, slope gradient, lithological composition and geological structure, and slope movement area, length, width, height, width/length ratio, and presence of natural dams are recorded, along with information on causes when known. Six types of geological structures could be distinguished which characterize the affected slopes (refer to the Map). Mapped phenomena are territorially concentrated along the scarps surrounding the ranges. They are more frequent along the Ionian side. The reason can be twofold_ in this side, due to the more developed com-pressional character of tectonics, the rocks are more pervasively deformed, in addition, meteorological trigger events act with higher intensity and frequency. Average values of main morphometric attributes and other distinctive characters of phenomena are shown in table 1. Slope geologic structure seems to be a determinant factor for both the frequency and typology of phenomena. Brittle layers overlying ductile terranes, and intensively jointed rocks, present indeed the highest frequency of studied phenomena. At the same time, sackungs are more concentrated on brittle jointed rocks and on ductile rocks, and lateral sprea-dings on brittle layers overlying ductile terranes. As regards the characters of the different types of large-scale landslides (tab. 2), slide-flow phenomena are the only with an average width-length ratio >1; the debris avalanches develop on steepest slopes. A peculiar group of landslides are those triggered by the 1783 earthquakes principally in South Calabria, while a few cases have been found in northern Calabria. These landslides have been marked in the Map by «T 1783». They did not show any activity after the trigger event, except in one case on the north Tyrrhenian coast. Dgsd phenomena (tab. 3) are present principally along the Ionian side. Lateral spread of the Jahn type are confined in this territory. The tectonic past regime, here characterized by a pervasive and intensive compressive deformation, is probably a major cause for this uneven distribution of dgsd phenomena. Sackung are present on slopes that are the steepest and, at the same time, seem never to exceed 850 m in height.
Sorriso-Valvo M. (1), Tansi C. (1), 1996, Attività franosa in relazione all’attività tettonica recente nella Media Valle del Fiume Crati,
Il Quaternario (Testo stamp.) 9 (1996): 345–352.,
Polemio, M.
Sdao, F., 1996, Critical rainfall and landslides in Basilicata region (Southern Italy),
30th International Geological Congress, pp. 354, Beijng, Cina, 1996,
Abstract
In Basilicata in the last decades there has been periodically a widespread and severe susceptibility ...
In Basilicata in the last decades there has been periodically a widespread and severe susceptibility to landslides, often involving urban areas with consequent serious damage, caused and/or intensified by even unexceptional rainfall events. A times this susceptibility to landslides has been so widespread and visible as to create a form of geomorphological crisis on the slopes. In particular, reference is made to that which occurred following the rainfall events of 24th-25th November 1959, from 24th to 28th March 1973, on 21st November 1976, from 18th to 23rd April 1985 and in the period 24th-27th December 1990.
Studies have shown that the many landslides produced following these rainfall events were for the most part in the form of rototranslational or translational slides, often evolving into earth slips. Although there were first generation landslides, the major part of the mass movements can be attributed to the total or partial mobilization of already existing slide bodies. While some large mass movements were also produced, the greater part of the landslides were in the form of superficial slides, often with a depth of only a few metres. This susceptibility to landslides, created after various rainfall events, occurred almost to the same extent both in the mountainous areas of Lucania, formed by structurally complex formations which are to varying degrees clayey, and also on the hillside slopes formed by sandy conglomerate and clayey plio-pleistocenic deposits.
The intensity of the landslides which followed the different meteorological events in question was in general the same over the whole region. Despite this it is possible to distinguish, for each rainfall event, the areas in which the landslides produced are more visible and better known.
The intention in this work is to evaluate the threshold levels beyond which the slide mobilization becomes significant. In order to do this the connections will be examined between each seperate meteorological event listed above and the most important landslides produced by it. The selection of landslides to analyze depended essentially on certain factors, including the movement mechanism, the location and the geological environment in which they were formed, the possession of data on their principle geomorphological, geometric and evolutive characteristics. In order to give a regional valence to these correlations care was taken to refer to each rainfall event a series of landslides present in the different geological and geomorphological environments of Basilicata.
The complex of rainfall-landslide events in the course of this century in Basilicata is studied by means of a hydrological-statistical method which employs as primary data the totals of the daily rainfall by time periods of between 1 and 180 days. These hydrological variables are associated with each rainfall-landslide event and compared statistically with the almost 100 year historical series of rainfall data which is available. In this way the critical rainfall period is determined for a specific landslide and the return time is quantified of the hydrological event associated with the landslide.The calculation of suitable statistical coefficients allows the comparison between the different rainfall-landslide events, showing how specific conditions and quantities of rain are significant in relation to the geometric and kinematic characteristics of each landslide. On this basis useful criteria are formulated for the assessement of the risk of new phenomena of the instability of the slopes.
Polemio, M.
Sdao, F., 1996, Landslide hazard and critical rainfall in Southern Italy,
Landslides, edited by Senneset, K., pp. 847–852. Rotterdam_ Balkema, 1996,
Abstract
Heavy rains are very often responsible thr extensive mass movements. It has been the aim ...
Heavy rains are very often responsible thr extensive mass movements. It has been the aim of this work to highlight the existence and intensity of the influence exerted by such rains in triggering selected landslides in Southern Italy, with reference to their main geomorphological features. Simple hydrological/statistical methods are suggested to predict landslide hazard caused by heavy rains.
Zezza, F.
Macrì, F.
Polemio, M., 1996, Nuove conoscenze sul Gargano centrale,
Memorie della Societa Geologica Italiana (Testo stamp.) 51 (1996): 1037–1043.,
Abstract
The relationship is examined between the lithostratigraphic sequence, the deposition environment and the hydrogeological characteristics ...
The relationship is examined between the lithostratigraphic sequence, the deposition environment and the hydrogeological characteristics of the carbonatic lithofacies forming the hydrogeological unit of the Gargano, on the basis of results acquired by means of five wells bored for the first time at considerable depth in the central part of the promontory. The importance of the role played by the lithofacies of tidal-lagoon environment, represented by micritic limestones and laminar dolomites, is shown. These lithofacies, which are scarcely permeable or practically impermeable and not karsified up to and below sea level, affect the flow of groundwaters which are under pressure. The hydrogeological characteristics of the underground waters and of the aquifer are related to the sedimentary characteristics of the different lithofacies and to the position with respect to the area of recharge and flow towards the sea.
Polemio, M.
Sdao, F., 1996, Rischio da frana indotto dagli eventi di pioggia in Avigliano (Basilicata),
Geologia Applicata e Idrogeologia XXXI (1996): 22–30.,
Abstract
The urban area of Avigliano is widely affected by a conspicuous proneness to landslides which ...
The urban area of Avigliano is widely affected by a conspicuous proneness to landslides which results in heavy damage to buildings and facilities. Some ancient, recent and current mass movements can be recognized which undergo periodica1 total or partial reactivation due mainly to the unstabilizing influence of repeated rainfalls. Landslides are also caused by earthquakes and by unwary human activities. This paper aims at ascertaining the true incidence of rainfall on the landslides occurring in the urban area of Avigliano, by means of rigorous hydrological and statistica1 methods. Five major landslides were selected based on the following criteria_ good knowledge of the corresponding geometrical, geomorphological and evolutionary features, availability of an accurate database on landsliding, triggering causes, reactivations occurred in the last decades following heavy rains, availability of hydrological, geognostic, aerial photography and historical data. The role played by rainfalls in the reactivation of the investigated landslides was studied by applying hydrological and statistical empirical models previously used and checked by the authors. The probability grades of the daily cumulative amounts of rain were also determined broadening the concept of rainfall threshold. These grades may also account for hazard thresholds beyond which landslides may be individully reactivated.
Polemio, M.
Sdao, F., 1996, Le piogge e il rischio di frana in alcune aree urbane della Basilicata,
Atti dei convegni lincei 134 (1996): 223–227.,
Polemio, M.
Ricchetti, E., 1996, L’acquifero del territorio di Brindisi_ dati geoidrologici diretti e immagini radar da satellite,
Memorie della Societa Geologica Italiana (Testo stamp.) 51 (1996): 1059–1074.,
Abstract
A free shallow aquifer is present in the Pleistocene marine terrace deposits that widely outcrops ...
A free shallow aquifer is present in the Pleistocene marine terrace deposits that widely outcrops in the Brindisi district. These deposits overlay impermeable clay and calcarenite of 'Fossa bradanica' sedimentary cycle, and Mesozoic carbonate rocks of 'Calcare di Altamura' formation. In the latter a regional karsic aquifer is present. The geological analysis was carried out also using stratigraphic data from drilled holes. Those data highlight a local high variability of aquifer and impermeable clay thickness, with a mean value of 14 m and 22 m respectively. On line with the results of hydrologic accounting, particular attention was paid to the recognition of local water loss toward the karsic aquifer. A hydrogeologic study of a sample area southward with respect to Brindisi, based on detailed field survey, highlights low values of aquifer permeability, with mean value of 7,5 x 10-5 m/s. The permeability of the clay deposits underlying the aquifer is too high to avoid any water infiltration (mean value of 3 x 10-7 m/s). The water table is locally influenced by hydrographic pattern. If we consider piezometric regimen it has a month minimum in the summer end and a month maximum in March or April, with a delay of 2-3 months with respect to month extreme rainfall. The analysis of a multitemporal satellite radar image provided useful information about the water content changes of the shallow aquifer. The color hue differences shown in the color composite image of three images acquired in different season, are strictly correlated to the changes in soil moisture content. Besides, structural lineaments were recognized in that image, along which water infiltration is likely. The applicability of remotely sensed data in this kind of study is also proved by the analysis of images acquired by an infra-red videocamera
Cotecchia, V.
D'Ecclesiis, G.
Polemio, M.
Reina, A., 1996, Contributo alla conoscenza della Geologia e stratigrafia del monte Coccovello (monti di Maratea, Basilicata occidentale),
Memorie della Societa Geologica Italiana (Testo stamp.) 51 (1996): 305–313.,
Abstract
This paper contributes to geological and stratigraphical knowledge of a part of Southern Appennines_ ...
This paper contributes to geological and stratigraphical knowledge of a part of Southern Appennines_ the study area is the Coccovello Mount (1505 m), near Campania-Basilicata regional border. The Coccovello Mount by a monoclinalic structure of Creataceous carbonatic rocks ( 1000 m thick) is characterized. With bio and chronostratigraphic results we are able to ascribe this carbonatic succession to Hauterivian-Coniacian age.
Cotecchia V.(*) Fiorillo F.(**), Pagliarulo R.(**), Reina A. (*), 1996, Caratteri geologici della Valle dei Templi (Agrigento),
Geologia Applicata e Idrogeologia XXXI (1996): 335–347.,
Cotecchia V.(*), Pagliarulo R. (**), 1996, State of the art in geological, hydrogeological and geotechnical researches carried on the archaeological site of Sybaris,
Geologia Applicata e Idrogeologia XXXI (1996): 43–54.,
Cherubini C. (*), Di Cuia (**), Pagliarulo R., (***), Ramunni F.P.(*), 1996, Caratteri petrografici e meccanici delle calcareniti affioranti nei dintorni di Matera,
Memorie della Societa Geologica Italiana (Testo stamp.) 51 (1996): 761–769.,
Gabriele S., Petrucci O., 1996, Una metodologia per la perimetrazione delle aree a rischio di inondazione nelle aste terminali delle fiumare calabre,
XXV Convegno di Idraulica e Costruzioni Idrauliche_ Idraulica, Ambiente e Protezione Civile, pp. 171–181, Torino, 16-18 Settembre 1996,
Antronico L., Petrucci O., Sorriso-Valvo M., 1996, I fenomeni franosi nella tavoletta Montalto Uffugo (CS): relazioni tra morfometria, tipologia delle frane e litologia dei versanti,
Geologia Applicata e Idrogeologia 31 (1996): 187–201.,
Petrucci O., 1996, L’alluvione del 1973 in Calabria, analisi dei dati e ricostruzione dell’evento,
GEAM. Geoingegneria ambientale e mineraria 2 (1996): 87–94.,
Caprioli M., Gabriele S., Petrucci O., Trizzino R, 1996, Individuazione di modificazioni morfologiche del territorio_ l’uso di foto aeree georeferenziate mediante misure GPS,
Memorie della Societa Geologica Italiana (Testo stamp.) 51 (1996): 803–811.,
Pagliarulo R., 1996, Evoluzione geoambientale dell’area ed indirizzi progettuali per la deviazione della falda idrica dal sito archeologico di Sibari,
1996,
PANIZZA M., PASUTO A., SILVANO S., SOLDATI M., 1996, Temporal occurrence and activity of landslides in the area of Cortina d’Ampezzo (Dolomites, Italy),
Geomorphology (Amst.) 15 (1996): 311–326.,
ANGELI M.-G.*, GASPARETTO P.**, MENOTTI R.M.**, PASUTO A.**, SILVANO S.**, 1996, A visco-plastic model for slope analysis applied to a mudslide in Cortina d’Ampezzo, Italy,
Quarterly journal of engineering geology and hydrogeology 29 (1996): 233–240.,
CLARIZIA M., GULLA' G., SORBINO G., 1995, Misure ai piezometri installati nel sito attrezzato di Via Vigne (S. Pietro in Guarano – Cosenza – Area di Studio della Sila Occidentale) dal 1989 al 1993.,
1995,
GULLA' G., CALOIERO D., CLARIZIA M., 1995, Installazione e controllo di fessurimetri per il monitoraggio della frana di Via San Francesco (S. Pietro in Guarano – Area di Studio della Sila Occidentale).,
1995,
GULLA' G., CLARIZIA M., 1995, Stato di fessurazione delle opere di sostegno ricadenti nella frana di Via San Francesco (S. Pietro in Guarano – Area di Studio della Sila Occidentale),
1995,