ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
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 />
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