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ABSTRACTS / RESUMES - Comitato Glaciologico Italiano

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REMO TERRANOVA<br />

The great landslide of Mount Ciapa Liscia in the<br />

Aveto Valley (Ligurian-Emilian Apennines)<br />

Dipartimento di Scienze della Terra, Universita di Genova,<br />

corso Europa 26, 16132 Genova, Italy<br />

The great landslide of Mt. Ciapa Liscia is situated in the<br />

western side of Maggiorasca-Groppo Rosso mountains,<br />

which is located on the right slope of the middle Aveto<br />

Valley, in the Ligurian-Emilian Apennines. The geological<br />

structure consists of five superposed tectonic units which<br />

appear from the top to the base of the enclosed geological<br />

section.<br />

The landslide occupies an area of 3,378,750 rn', in which<br />

205,625 m' at the head are formed by a large curved surface<br />

of fault, with antiapennines direction, showing basalts<br />

and polygenic breccias, and 3,173,125 m' are occupied by<br />

the body of landslide. Other parameters interesting the<br />

geometry of landslide are: maximum length of the area of<br />

landslide =3,250 m; maximum length of the body of landslide<br />

= 2,950; maximum width of the body of landslide =<br />

1.400 m; difference in altitude between the top of the head<br />

of landslide (1,658 m) and the base of the body of landslide<br />

(715 m) = 943 m; difference in altitude between the top<br />

of the head of landslide and the top of the body of landslide<br />

= 300 m; supposed maximum thickness of the body of<br />

landslide = 135 m; volume of the body of landslide =several<br />

ten millions of m',<br />

The Torrio village has been settled on the body of landslide<br />

since ancient times. It is formed of a main centre at<br />

1065 m of altitude, a minor centre at 1050 m, and some<br />

spread houses, said Cascinelle, at the same altitude. The<br />

secular movements of the body of landslide have caused<br />

fractures, accidents and slope failures. Failures of the<br />

structure of buildings were so deeply that, at the end of<br />

XVII century, a new village Torrio was constructed<br />

around the new church, in an area at north out of the body<br />

of landslide, on compact and stable rocky slope, formed by<br />

sequence of marly limestones, claystones and clayey marls<br />

(M. Penice unit). Gradually the old village was abandoned<br />

and today the construction of new buildings is forbidden<br />

by low.<br />

Some different geomorphologic units are present in the<br />

landslide area: the upper sector of the body of landslide is<br />

formed by an enormous pile of great blocks, often colossal,<br />

of pillows basalts, basaltic and polygenic breccias, corresponding<br />

to a great part of Mt, Groppe (several millions of<br />

m'), ruined for rock falls; the medium part is formed of<br />

boulders of basalts, arkosic and ophiolitic sandstones and<br />

shales; the lower part down the old village Torrio is mainly<br />

constituted of clasts of sandstones, limestones, marls, claystones,<br />

included in a clayey and earthy matrix.<br />

The fall of the western part of Mt. Groppe, favoured by<br />

the great fault of Ciapa Liscia, had an important role,<br />

among the determinant causes. The enormous volume of<br />

rocks fallen has mobilised the lower detrital bodies, cau-<br />

sing also translations, rotational movements and falls in the<br />

below sedimentary units.<br />

Today the body of landslide is active, favoured by the great<br />

volume of water which impregnates it (probably several<br />

millions of rn') and accelerated by the two perimetric rivers<br />

which continuously erode it flowing together to the base of<br />

the body of landslide. It is more and more detached from<br />

the head of the area of landslide (Ciapa Liscia), from which<br />

masses of altered basalts and breccias fall. Large slumpings,<br />

debris slides are active in the medium-lower parts of<br />

the body of landslide, showing depressions in the ground,<br />

uphill facing slopes and several large marshy and boggy<br />

esplanades which represent the remains of old little lakes.<br />

A great amount of mud and detritus is removed every year<br />

from the body of landslide and transported by the Remorano<br />

Torrent in the lower Aveto River, causing the progressive<br />

filling of the Boschi artificial lake.<br />

REMO TERRANOVA 1, PIERLUIGI BRANDOLINI 2,<br />

MARIO FEDOLINO\ GIUSEPPE CANEPA 3<br />

& AGOSTINO RAMELLA 4<br />

Morphological change of Genoa west coast following the<br />

creation of a new «container» port (Liguria, Italy)<br />

1Dipartimento di Scienze della Terra, Universita di Genova,<br />

corso Europa 26, 16126, Genova, Italy<br />

2 Istituto di Geografia, Universita di Genova,<br />

via Bensa 1, 16124 Genova, Italy<br />

3 Autorita Portuale di Genova, via della Mercanzia 2, 16123 Genova, Italy<br />

4 Servizio Protezione civile, Comune di Genova,<br />

p.le Ortiz, 16125 Genova, Italy<br />

The new port area is situated along the coast between Pegli<br />

and Voltri, wich extends rectilinearly for 5 km. It has been<br />

built in a pre-existing morphologic and environmental<br />

context represented by a narrow alluvial plain, wilh widths<br />

ranging from under a hundred metres to 1 km max. and<br />

lined by stretches of beaches, situated at the base of ophiolitic<br />

slopes, part of the alpine chain of western-central<br />

Liguria.<br />

Small rills, draining little basins with area of a few km',<br />

provide the main sediments supply of the Quaternary coastal-fluvial<br />

plain. Alluvial covers, as has emerged from<br />

many soundings, are mainly composed of sands, gravels,<br />

and less frequently of silt-clay levels, with maximum thickness<br />

rates of up to 10-20 m, on a Tertiary/ophiolitic bedrock<br />

(gabbros, prasinites, serpentines and calc-schists}.<br />

Since 1970, in order to satisfy new port demand, a large<br />

embankment on the sea with a surface of approximately<br />

700,000 rn' has been built. Today port facilities are at an<br />

advanced stage of construction and in use as container<br />

handling areas. This reclaimed area has been protected by<br />

means of a southern sea dam 2,200 m long, of an eastern<br />

breakwater 1200 m long and of a pier 600 m long for the<br />

shelter of the western gateway of the port. It has been fil-<br />

373

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