Abstract
| Lingua originale | English |
|---|---|
| Titolo della pubblicazione ospite | Geotechnical Aspects of Underground Construction in Soft Ground |
| Pagine | 799-806 |
| Numero di pagine | 8 |
| Stato di pubblicazione | Published - 2012 |
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All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Building and Construction
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Durability of calcarenitic hypogea in the underground cultural heritage of Palermo (Sicily). / Viggiani Giulia.
Geotechnical Aspects of Underground Construction in Soft Ground. 2012. pag. 799-806.Risultato della ricerca: Chapter
}
TY - CHAP
T1 - Durability of calcarenitic hypogea in the underground cultural heritage of Palermo (Sicily)
AU - Viggiani Giulia
AU - Nocilla, Nicola
AU - Ercoli, Laura
AU - Zimbardo, Margherita
PY - 2012
Y1 - 2012
N2 - The paper deals with the stability conditions of hypogea, several hundred m 2 wide, dating from the Punic period to the XIX century, dug out of the calcarenitic table that makes up the bedrock of the Plain of Palermo in the Fossa della Garofala. This work concerns the influence that the shape of the hypogea and the characteristics of the lithotypes wields on the instability and decay phenomena taking place, by mean of laboratory tests on the calcarenite and parametric numerical models. The comparison between the numerical models and the actual instability phenomena validated the use of the empirical formula of Hoeck to the mechanical characterization of complex structured rock-mass in soft rock.
AB - The paper deals with the stability conditions of hypogea, several hundred m 2 wide, dating from the Punic period to the XIX century, dug out of the calcarenitic table that makes up the bedrock of the Plain of Palermo in the Fossa della Garofala. This work concerns the influence that the shape of the hypogea and the characteristics of the lithotypes wields on the instability and decay phenomena taking place, by mean of laboratory tests on the calcarenite and parametric numerical models. The comparison between the numerical models and the actual instability phenomena validated the use of the empirical formula of Hoeck to the mechanical characterization of complex structured rock-mass in soft rock.
UR - http://hdl.handle.net/10447/79037
M3 - Chapter
SN - 9780415683678
SP - 799
EP - 806
BT - Geotechnical Aspects of Underground Construction in Soft Ground
ER -