Cavalli, M., Marchi, L., Sangati, M., Zanon, F., Borga, M., 2007, Erosione e trasporto di sedimenti durante una piena improvvisa_ levento del Rio Cucco, 29 agosto 2003,
27 (2007): 231–244.,
Neri, C., Gianolla, P., Furlanis, S., Caputo, R., Bosellini, A., Siorpaes, C., Furin, S., Riva, A., Oddone, E., Tagliavini, F., Pasuto, A., Soldati, M., Mantovani, F., Panizza, M., Demozzi, M., Conedera, M., 2007, Carta Geologica dItalia alla scala 1_50000. Foglio 029 Cortina dAmpezzo.,
2007,
Marchi L., Bain V., 2007, IPEC Report – Intensive Post-Event Campaign in the Selscica Sora River basin (Slovenia) after the flash flood of 18 September 2007,
2007,
Berger E., Grisotto S., Hübl J., Kienholz H., Kollariots S., Leber D., Loipersberger A., Marchi L., Mazzorana B., Moser M., Nössing T., Riedler W., Scheidl C., Schmid F., Schnetzer I., Siegel H., Volk G., 2007, DIS-ALP Disaster Information System of alpine Regions,
2007,
Pasuto A., Tagliavini F., 2007, Evoluzione Geomorfologica della Valle del Vajont,
2007,
Corsini A., Tagliavini F., Pasuto A., Mantovani M., Silvano S., 2007, convenzione di collaborazione tra il CNR IRPI di Padova, lUniversità degli Studi di Modena e Reggio Emilia e la Provincia Autonoma di Bolzano, in ricerche geologico tecniche nei siti di frana di Trafori e Monte Ganda (Provincia Autonoma di Bolzano Alto,
2007,
Pasuto A., Silvano S., Mantovani M., Marcato G., Tagliavini F., 2007, convenzione tra la regione Friuli Venezia Giulia e l IRPI CNR per la caratterizzazione geologica e lanalisi dei dissesti che interessano il bacino del torrente Moscardo,
2007,
Cavalli, M., Ferraris, G., Marchi, L., Trevisani, S., 2007, Elaborazione della cartografia sintetica del pericolo da fenomeni torrentizi nel bacino del Fersina,
2007,
Cavalli, M., Ferraris, G., Marchi, L., 2007, Elaborazione della cartografia sintetica del pericolo da fenomeni torrentizi nel bacino del medio Avisio,
2007,
Trevisani S., Cavalli, M., Marchi, L., 2007, Elaborazione della cartografia sintetica del pericolo da fenomeni torrentizi nel bacino del Brenta fino a Borgo (alta Valsugana),
2007,
Buhagiar, S., Coratza, P., Magri, O., Pasuto, A., Schembri, J., Soldati, M., 2007, Italo-Maltese Workshop on Integration of the geomorphological environment and cultural heritage for tourism promotion and hazard prevention. Malta, 24-27 April 2007 – Abstract Volume and field-trip guide.,
2007,
Neri, C., Gianolla, P., Furlanis, S., Caputo, R., Bosellini, A., Siorpaes, C., Furin, S., Riva, A., Oddone, E., Tagliavini, F., Pasuto, A., Soldati, M., Mantovani, F., Panizza, M., Demozzi, M., Conedera, M.,, 2007, Carta Geologica dItalia alla scala 1_50000. Foglio 029 Cortina dAmpezzo.,
2007,
M. Arattano, L. Marchi, 2007, analysis of debris flow recordings in an instrumented basin,
EGU General Assembly 2007, Wien, 2007,
Tagliavini F., Cavalli M., 2007, Structural setting, morphology and surface processes in rock gullies_ a case study in the Dolomites,
European Geoscience Union General Assembly, Wien, 2007,
Tagliavini F., Reichenbach P., Maragna D., Guzzetti F., & Pasuto A., 2007, A Comparison of 2-D and 3-D Models for the M. Salta rock fall, Vajont Valley, northern Italy.,
EGU 2007, Vienna, 2007,
M. Cavalli, L. Marchi, M. Sangati, F. Zanon, M. Borga, 2007, Erosione e meccanismi di trasporto dei sedimenti durante una piena improvvisa_ l’evento del Rio Cucco, 29 Agosto 2003,
Convegno 1 sez. AIIA 2007, Milano, 27-28 Marzo 2007,
Abstract
Il 29 agosto 2003, un intenso sistema convettivo ha interessato il bacino del
fiume Fella, nellíalto ...
Il 29 agosto 2003, un intenso sistema convettivo ha interessato il bacino del
fiume Fella, nellíalto bacino del Tagliamento (Alpi Orientali Italiane), dando
luogo a precipitazioni di circa 300 mm in sei ore. Nel piccolo bacino del Rio
Cucco (0.65 km2), questo evento meteorico ha causato líinnesco di una colata
detritica di grande entit?, caratterizzata da un volume di circa 80000 m3. Lo
svolgimento di una dettagliata campagna di rilievi geomorfologici e líapplicazione
di un modello idrologico distribuito hanno permesso di quantificare i
deflussi liquidi e di valutare i processi erosivi e di apporto solido alla rete idrografica.
Líanalisi dellíevento meteorico Ë stata condotta sulla base di stime di
precipitazioni da radar e da rete di pluviografi. I rilievi di campo, condotti sia
prima che dopo líevento, hanno permesso di valutare il volume di materiale
eroso e caratterizzarne la distribuzione spaziale. Interviste a qualificati testimoni
oculari hanno fornito importanti elementi per la ricostruzione della dinamica
della colata detritica. Líanalisi idrologica ha evidenziato, in particolare, che il
rapporto fra i volumi solidi e liquidi Ë fortemente influenzato dai volumi idrici
immagazzinati nelle falde detritiche successivamente rimosse dalla colata.
M. Cavalli, P. Tarolli, L. Marchi, G.Dalla Fontana, 2007, The effectiveness of airborne LiDAR data in the recognition of channel-bed morphology,
AGU 2007, San Francisco (USA), 2007,
A. Vianello, M. Cavalli, P. Tarolli, 2007, Geomorphic channel network anaysis of a headwater alpine basin in the Italian Alps,
AGU 2007, San Francisco (USA), 2007,
V. DAgostino, M. Cesca, M. Cavalli, L. Marchi, 2007, Field and laboratory investigations on the runout distances of debris flows in the Dolomites,
Alluvial fans 2007, Banff (Canada), 2007,
L. Marchi, M. Cavalli, V. D'Agostino, 2007, Sediment transport processes and torrent control works on a large alluvial fan of the Eastern Italian Alps,
Alluvial Fans 2007, Banff (Canada), 2007,
M. Cavalli, L. Marchi, 2007, Recognition of debris-flow deposits and man-made topographic features on an alpine alluvial fan,
EGU 2007, Vienna, 2007,
TAGLIAVINI F., MANTOVANI M., MARCATO G., PASUTO A, SILVANO S, 2007, An Integrated Approach for Landslide Hazard and Susceptibility Assessment_ A Case Study in the Dolomites, Northeastern Italy,
1st North American Landslide Conference, Vail, Colorado, 2007,
Higuchi K., Fujisawa K., Asai K., Pasuto A., Marcato G., 2007, Application of new landslide monitoring technique using optical fiber sensor at Takisaka Landslide, Japan,
1st North American Landslide Conference, Vail, Colorado, 2007,
F. Tagliavini, M. Mantovani, A. Pasuto, and S. Silvano, 2007, An integrated approach for landslide hazard and susceptibility assessment_ a case study in the Dolomites, North-eastern Italy.,
first north american landslide conference, Vail, 2007,
Tecca P.R., Armento M.C., Genevois R., Deganutti A.M., 2007, Numerical modelling of two debris flows in the Dolomites (Italian Alps).,
The 4th International Conference on debris-flow hazard mitigation_ Mechanics, prediction, and assessment., Chengdu (China), 2007,
Moscariello A, Deganutti A. M., 2007, Hydrological and sedimentary processes related to a high intensity debris-flow catchment in the Dolomites (Italian Alps),
The 4th International Conference on debris-flow hazard mitigation_ Mechanics, prediction, and assessment., Chengdu (China), 2007,
Davies, T.R, McSaveney, M.J., Deganutti, A.M., 2007, Dynamic fragmentation causes low rock-on-rock friction,
1st Canada-U.S. Rock Mechanics Symposium, Vancouver, 2007,
Magri, O., Mantovani, M., Pasuto, A., Soldati, M., 2007, Field guide of the north-west coast of Malta – Landslide monitoring and hazard prevention.,
Integration of the geomorphological environment and cultural heritage for tourism promotion and hazard prevention, Valletta, Malta, 2007,
Marcato, G., Borgatti, L., Corsini, A., Pasuto, A., Silvano, S., Zabuski, L.,, 2007, Numerical analysis of the effectiveness of countermeasure works on earth slide stabilization_ a case study in South Tyrol (Italy).,
1st North American Landslide Conference, Vail, Colorado, 2007,
Magri O., Mantovani M., Pasuto A., Soldati M., 2007, Monitoring the state of activity of lateral spread phenomena along the north-west coast of Malta using the GPS technique.,
Analele Universitatii din Oradea, pp. 5–10, 2007,
Abstract
In this paper we present the research which is being undertaken to monitor lateral spreading ...
In this paper we present the research which is being undertaken to monitor lateral spreading phenomena along the north-west coast of Malta using the GPS technique
Armento M., Genevois R., Tecca P.R., 2007, Comparison of numerical models of two debris flows in the Cortina dAmpezzo area, Dolomites, Italy,
Landslides (Berl., Print) 5 (2007): 143–150. doi_10.1007/s10346-007-0111-2,
DOI: 10.1007%2Fs10346-007-0111-2
Abstract
The accurate prediction of runout distances, velocities and the knowledge of flow rheology can reduce ...
The accurate prediction of runout distances, velocities and the knowledge of flow rheology can reduce the casualties and property damage produced by debris flows, providing a means to delineate hazard areas, to estimate hazard intensities for input into risk studies and to provide parameters for the design of protective measures. The application of most of models that describe the propagation and deposition of debris flow requires detailed topography, rheological and hydrological data that are not always available for the debris-flow hazard delineation and estimation. In the Cortina d'Ampezzo area, Eastern Dolomites, Italy, most of the slope instabilities are represented by debris flows; 325 debris-flow prone watersheds have been mapped in the geomorphological hazard map of this area. We compared the results of simulations of two well-documented debris flows in the Cortina d'Ampezzo area, carried on with two different single-phase, non-Newtonian models, the one-dimensional DAN-W and the two-dimensional FLO-2D, to test the possibility to simulate the dynamic behaviour of a debris flow with a model using a limited range of input parameters. FLO-2D model creates a more accurate representation of the hazard area in terms of flooded area, but the results in terms of runout distances and deposits thickness are similar to DAN-W results. Using DAN-W, the most appropriate rheology to describe the debris-flow behaviour is the Voellmy model. When detailed topographical, rheological and hydrological data are not available, DAN-W, which requires less detailed data, is a valuable tool to predict debris-flow hazard. Parameters obtained through back-analysis with both models can be applied to predict hazard in other areas characterized by similar geology, morphology and climate.
Marcato G.; Fujisawa K.; Mantovani M.; Pasuto A.; Silvano S.; Tagliavini F.; Zabuski L., 2007, Evaluation of seismic effects in the landslide deposits of Monte Salta (Eastern Italian Alps) using distinct element method,
Natural hazards and earth system sciences (Print) 7 (2007): 695–701.,
Abstract
The aim of the paper is to present the modelling
of the ground effects of seismic ...
The aim of the paper is to present the modelling
of the ground effects of seismic waves on a large debris deposit
lying on a steep mountain slope, with particular attention
paid to the potential triggering of slope movements.
The study site is a mass of 2.5 million m3 rock fall deposit,
named "Monte Salta Landslide", located on the northern
slope of the Vajont valley, at the border between Veneto
and Friuli Venezia Giulia regions in north-eastern Italy.
Several historical landslide events were reported in the
area in the past, first one dating back to the 17th century. The
landslide deposit completely mantles the slope with a thick
cover of rock blocks.
The Mt. Salta landslide is conditioned by the presence of
Mt. Borg`a regional thrust, which uplifts Jurassic limestone
on the top of Cretaceous rock units. Above the thrust zone,
folded and highly fractured rock mass dips steeply towards
the slope free face, producing highly unstable setting.
The study area has been classified as high seismic hazard
and different vulnerable elements can be affected by the
remobilisation of debris, among which a village, a national
road and a big quarry that was opened, with the intent to
exploit the part of the landslide deposit for construction purposes.
In this study, numerical analysis was performed, to simulate
the slope behaviour using distinct element method and
applying UDEC code. The 2-D models were built on three
cross-sections and elasto-plastic behaviour was assumed,
both for rock matrix and discontinuities. The earthquake effect
was modelled in pseudo-dynamic way, i.e. by magnifying
the acceleration and applying also its horizontal component.
The expected seismic acceleration in the study area was
calculated on the basis of previous studies as equal to 0.28 g.
The results proved that the increase of the vertical component
alone has a small influence on the deformational
behaviour of the system. Hence, the acceleration vector
was deviated at 5 and then at 10 from the vertical. A
small increment of the displacement was observed in the first
case, whereas very large movements occurred in the second.
Therefore, it can be concluded that, besides the magnitude
of the earthquake, even small seismic waves in horizontal
direction could trigger significant movements and therefore
hazardous conditions. The modelled scenario should be helpful
for planning of the functional countermeasure works and
civil defence evacuation plan.
Tagliavini, F. (1); Mantovani, M. (1); Silvano, S. (1); Marcato, G. (1); Pasuto, A. (1), 2007, Validation of landslide hazard assessment by means of GPS monitoring technique a case study in the Dolomites (Eastern Alps, Italy).,
Natural hazards and earth system sciences (Print) 7 (2007): 185–193. doi_10.5194/nhess-7-185-2007,
DOI: 10.5194%2Fnhess-7-185-2007
Abstract
In the last years a research project aimed at the assessment of the landslide hazard ...
In the last years a research project aimed at the assessment of the landslide hazard and susceptibility in the high Cordevole river basin (Eastern Dolomites, Italy) have been carried out. The hazard map was made adopting the Swiss Confederation semi-deterministic approach that takes into account parameters such as velocity, geometry and frequency of landslides. Usually these parameters are collected by means of geological and morphological surveys, historical archive researches, aerophotogrammetric analysis etc. In this framework however the dynamics of an instable slope can be difficult to determine. This work aims at illustrating some progress in landslide hazard assessment using a modified version of the Swiss Confederation semi-deterministic approach in which the values of some parameters have been refined in order to accomplish more reliable results in hazard assessment. A validation of the accuracy of these new values, using GPS and inclinometric measurements, has been carried out on a test site located inside the high Cordevole river basin.
Marcato G.; Fujisawa K.; Mantovani M.; Pasuto A.; Silvano S.; Tagliavini F.; Zabuski L., 2007, Evaluation of seismic effects on the landslide deposits of Monte Salta (Eastern Italian Alps) using distinct element method.,
Natural hazards and earth system sciences (Print) 7 (2007): 695–701.,
Abstract
The aim of the paper is to present the modelling
of the ground effects of seismic ...
The aim of the paper is to present the modelling
of the ground effects of seismic waves on a large debris deposit
lying on a steep mountain slope, with particular attention
paid to the potential triggering of slope movements.
The study site is a mass of 2.5 million m3 rock fall deposit,
named "Monte Salta Landslide", located on the northern
slope of the Vajont valley, at the border between Veneto
and Friuli Venezia Giulia regions in north-eastern Italy.
Several historical landslide events were reported in the
area in the past, first one dating back to the 17th century. The
landslide deposit completely mantles the slope with a thick
cover of rock blocks.
The Mt. Salta landslide is conditioned by the presence of
Mt. Borg`a regional thrust, which uplifts Jurassic limestone
on the top of Cretaceous rock units. Above the thrust zone,
folded and highly fractured rock mass dips steeply towards
the slope free face, producing highly unstable setting.
The study area has been classified as high seismic hazard
and different vulnerable elements can be affected by the
remobilisation of debris, among which a village, a national
road and a big quarry that was opened, with the intent to
exploit the part of the landslide deposit for construction purposes.
In this study, numerical analysis was performed, to simulate
the slope behaviour using distinct element method and
applying UDEC code. The 2-D models were built on three
cross-sections and elasto-plastic behaviour was assumed,
both for rock matrix and discontinuities. The earthquake effect
was modelled in pseudo-dynamic way, i.e. by magnifying
the acceleration and applying also its horizontal component.
The expected seismic acceleration in the study area was
calculated on the basis of previous studies as equal to 0.28 g.The results proved that the increase of the vertical component
alone has a small influence on the deformational
behaviour of the system. Hence, the acceleration vector
was deviated at 5 and then at 10 from the vertical. A
small increment of the displacement was observed in the first
case, whereas very large movements occurred in the second.
Therefore, it can be concluded that, besides the magnitude
of the earthquake, even small seismic waves in horizontal
direction could trigger significant movements and therefore
hazardous conditions. The modelled scenario should be helpful
for planning of the functional countermeasure works and
civil defence evacuation plan.
Marchi, L.; Cavalli, M., 2007, Procedures for the Documentation of Historical Debris Flows_ Application to the Chieppena Torrent (Italian Alps),
Environmental management (N. Y.) 40 (2007): 493–503. doi_10.1007/s00267-006-0288-5,
DOI: 10.1007%2Fs00267-006-0288-5
Abstract
The reconstruction of triggering conditions,
geomorphic effects, and damage produced by historical
floods and debris flows significantly ...
The reconstruction of triggering conditions,
geomorphic effects, and damage produced by historical
floods and debris flows significantly contributes to hazard
assessment, allowing improved risk mitigation measures to
be defined. Methods for the analysis of historical floods and
debris flows vary greatly according to the type and quality
of available data, which in turn are influenced by the time
the events occurred. For floods and debris flows occurring
in the Alps a few decades ago (between about 1950 and
1980), the documentation is usually better than for previous
periods but, unlike events of most recent years, quantitative
data are usually scanty and the description of the events
does not aim to identify processes according to current
terminology and classifications. The potential, and also the
limitations of historical information available for the
reconstruction of historical debris flows in the Alps have
been explored by analyzing a high-magnitude debris flow
that occurred on November 4, 1966 in the Chieppena
Torrent (northeastern Italy). Reconstruction of the event
was based on the use of written documentation, terrestrial
and aerial photographs, and geomorphological maps. The
analysis aimed to define the temporal development of
phenomena, recognizing the type of flow processes and
assessing some basic flow variables, such as volume,
channel-debris yield rate, erosion depth, total distance
traveled, and runout distance on the alluvial fan. The historical
development of torrent hydraulic works, both before
and after the debris flow of November 1966, was also
analyzed with regard to the technical solutions adopted and
their performance.
Noferini, Linhsia (1); Pieraccini, Massimiliano (1); Mecatti, Daniele (1); Macaluso, Giovanni (1); Atzeni, Carlo (1); Mantovani, Matteo (2); Marcato, Gianluca (2); Pasuto, Alessandro (2); Silvano, Sandro (2); Tagliavini, Fabrizio (2), 2007, Using GB-SAR technique to monitor slow moving landslide.,
Engineering geology 95 (2007): 88–98. doi_10.1016/j.enggeo.2007.09.002,
DOI: 10.1016%2Fj.enggeo.2007.09.002
Abstract
A Ground-Based SAR (GB-SAR) interferometer was employed to measure the surface displacements of a landslide ...
A Ground-Based SAR (GB-SAR) interferometer was employed to measure the surface displacements of a landslide occurring in the Carnian Alps, north-eastern Italy, which has affected a national road and seriously damaged a road tunnel still under construction. Moreover, since the landslide is located on the left bank of the Tagliamento River Valley, it is feared that this mass movement might dam the river, creating a basin that would increase natural hazard for the valley inhabitants. The data collected from December 2002 to July 2005 by a conventional monitoring system, consisting of a GPS network and boreholes equipped with inclinometric tubes, showed that the landslide was moving at a quasi-constant rate of about 3 cm per year. Due to the slow deformation rate of the landslide, a recently developed GB-SAR technique based on the analysis of a restricted ensemble of coherent points was used. Two surveys, each lasting two days, were planned in December 2004 and July 2005, in order to map and measure the surface displacements that occurred over time. The results from the radar were compared with the ones derived from the GPS monitoring network. An agreement was achieved among the data collected, showing the capability of the GB-SAR technique to measure displacements even within a time span of several months between the surveys.
Marcato, G.; Mantovani, M.; Pasuto, A.; Silvano, S.; Tagliavini, F.; Zabuski, L.; Zannoni, A., 2006, Site investigation and modelling at “La Maina” landslide (Carnian Alps, Italy),
Natural hazards and earth system sciences (Print) 6 (2006): 33–39.,
Abstract
The Sauris reservoir is a hydroelectric basin closed downstream by a 136 m high, double ...
The Sauris reservoir is a hydroelectric basin closed downstream by a 136 m high, double arc concrete dam. The dam is firmly anchored to a consistent rock (Dolomia dello Schlern), but the Lower Triassic clayey formations, cropping out especially in the lower part of the slopes, have made the whole catchment basin increasingly prone to landslides. In recent years, the "La Maina landslide" has opened up several joints over a surface of about 100 000 m2, displacing about 1 500 000 m3 of material. Particular attention is now being given to the evolution of the instability area, as the reservoir is located at the foot of the landslide. Under the commission of the Regional Authority for Civil Protection a numerical modelling simulation in a pseudo-time condition of the slope was developed, in order to understand the risk for transport infrastructures, for some houses and for the reservoir and to take urgent mesaures to stabilize the slope. A monitoring system consisting of four inclinometers, three wire extensometers and ten GPS bench-mark pillars was immediately set up to check on surface and deep displacements. The data collected and the geological and geomorphological evidences was used to carry out a numerical simulation. The reliability of the results was checked by comparing the model with the morphological evidence of the movement. The mitigation measures were designed and realised following the indications provided by the model.
TECCA P.R., ARMENTO C., GENEVOIS R., 2006, Debris flow hazard and mitigation works in Fiames slope (Dolomites, Italy).,
Monitoring, simulation, prevention and remediation of dense and debris flows, edited by G. Lorenzini, C.A. Brebbia, D. Emmanouloudis, pp. 15–25. Southampton_ Wit Press, 2006,
Marchi, L., Michieli, F., Zuppi, G.M., 2006, The Alleghe Lake (Dolomites, Italy): environmental role and sediment management.,
, 2006,
Marcato G.; Mantovani M.; Pasuto A.; Silvano S.; Tagliavini F.; Zabuski L.; Zannoni A., 2006, Site investigation and modelling at La Maina landslide (Carnian Alps, Italy),
Natural hazards and earth system sciences (Print) 6(1) (2006): 33–39.,
Abstract
The Sauris reservoir is a hydroelectric basin closed downstream by a 136 m high, double ...
The Sauris reservoir is a hydroelectric basin closed downstream by a 136 m high, double arc concrete dam. The dam is firmly anchored to a consistent rock (Dolomia dello Schlern), but the Lower Triassic clayey formations, cropping out especially in the lower part of the slopes, have made the whole catchment basin increasingly prone to landslides. In recent years, the "La Maina landslide" has opened up several joints over a surface of about 100 000 m2, displacing about 1 500 000 m3 of material. Particular attention is now being given to the evolution of the instability area, as the reservoir is located at the foot of the landslide. Under the commission of the Regional Authority for Civil Protection a numerical modelling simulation in a pseudo-time condition of the slope was developed, in order to understand the risk for transport infrastructures, for some houses and for the reservoir and to take urgent mesaures to stabilize the slope. A monitoring system consisting of four inclinometers, three wire extensometers and ten GPS bench-mark pillars was immediately set up to check on surface and deep displacements. The data collected and the geological and geomorphological evidences was used to carry out a numerical simulation. The reliability of the results was checked by comparing the model with the morphological evidence of the movement. The mitigation measures were designed and realised following the indications provided by the model.
Cavalli, M., Marchi, L., 2006, Identificazione preliminare delle aree di pericolo legate a fenomeni torrentizi.,
2006,
Genevois R., Armento C., Tecca P.R., 2006, Failure mechanisms and runout behaviour of three rock avalanches in the North-Eastern Italian Alps.,
Dordrecht: Springer, 2006,
Pasuto, A., Silvano, S., 2006, La strumentazione come mezzo per la valutazione della pericolosità da frana e la mitigazione del rishio.,
, 2006,
Pasuto, A., Silvano, S., 2006, La frana del Tessina monitoraggio e sistema dallarme.,
, 2006,
Pasuto, A., Silvano, S., 2006, Caratterizzazione dei fenomeni franosi.,
, 2006,
Marchi, L., 2006, Determinazione dei volumi e delle portate di picco delle colate detritiche.,
, 2006,
Marchi, L., 2006, Elementi sulla fenomenologia dei processi torrentizi.,
, 2006,
Marchi L., 2006, Comprensione dei meccanismi del trasporto solido in ambiente montano.,
Il rilievo geomorfologico dei corsi dacqua. La loro evoluzione e stima del trasporto solido, Udine, 2006,
Marchi L., 2006, Colate detritiche_ dallanalisi del bacino idrografico alla determinazione dei volumi.,
Convegno finale Progetto Interreg Italia Slovenia F.R.A.N.E., Duino (TS), 2006,
Marchi L., 2006, Le colate detritiche nei bacini montani del Friuli Venezia Giulia.,
I dissesti franosi e gli strumenti per la loro mitigazione, Trieste, 2006,
