http://www.cnr.it/ontology/cnr/individuo/prodotto/ID66922
L'attività estrattiva a Canosa di Puglia. Le risorse lapidee dall'antichità ad oggi in area mediterranea. (Articolo in rivista)
- Type
- Label
- L'attività estrattiva a Canosa di Puglia. Le risorse lapidee dall'antichità ad oggi in area mediterranea. (Articolo in rivista) (literal)
- Anno
- 2006-01-01T00:00:00+01:00 (literal)
- Alternative label
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- Cherubini C.; Pagliarulo R. (literal)
- Pagina inizio
- Pagina fine
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- Volume Speciale (literal)
- Rivista
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- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#numeroFascicolo
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- Dipartimento di Ingegneria Civile ed Ambientale. Politecnico di Bari
CNR- IRPI (literal)
- Titolo
- L'attività estrattiva a Canosa di Puglia. Le risorse lapidee dall'antichità ad oggi in area mediterranea. (literal)
- Abstract
- The town of Canosa di Puglia is located at the northern end of the Murge (Southeastern Italy) and lies on Plio-
Pleistocenic deposits, made up of calcarenites and clays. The old part of the town, built on a hypogeum maze of
anthropic origin and underground quarries, is characterized by severe instability. The presence of calcarenites
and clays helped to spread, since ancient times, the mining industry, becoming one of the most important
economic and commercial income. Between the VIII and VI century BC the pottery export was well known in
the whole Adriatic area. A large number of artificial caves dug in the calcarenitic mass are present under the
inhabited sections of the town. These caves are often affected by crumbling and collapse phenomena, with
damages to the fabric of the houses causing risk to public safety.
In this paper the data obtained from laboratory analyses of rock samples taken from two underground cavities are
discussed. The results have been related to the mineralogical and petrographical features of the calcarenites, well
known as \"Tufi\". The blocks of \"tufi\" taken directly in quarry have good technical characteristics so that they are
qualified to be used as building materials both for external and indoor panelling. On the other side, these rocks
are defined \"weak rocks\" and have poor values of uniaxial compressive strengths due to the high porosity and
water content. As a consequence, if these rocks are exposed to important in situ stress state, like those caused by
underground excavations, sometimes rash, they may perform unexpected collapse phenomena at pillars and
vaults of cavities. Moreover, also further factors are to take into account, such as viscous behaviours of tertiary
kind, increased by the decay of the mechanical characteristics of these rocks due to different causes. (literal)
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- Autore CNR
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