In the Valle dei Templi in Agrigento seven Doric temples stand lengthwise the crest of a rigid calcarenite cuesta over a layer of carbonate sand which lies along a thick stratum of clays. The environment is highly prone to landslides since topplings of calcarenite blocks often occur. The rock slopes are moving back and the slope edge draw near to the foundation of the Temple of Hera Lacinia contributing to increase their perilous condition. To assess the role of unsaturated sands in the instability processes, after the compositional and textural analysis of the material, direct shear tests and oedometer tests have been carried out on sand samples initially at the natural state, with low or very low values of natural water content, and finally at full saturation. The mechanical behaviour of sands seems one of the main causes of the instability influenced by the presence of an open metastable structure, which develops through bonding mechanisms generated via suctions and/or through cementing material such as clay or salts.

Nocilla, N., Ercoli, L., Zimbardo, M., Nocilla, A., Meli, P., Grado, G., et al. (2013). Unsaturated sand in the stability of the cuesta of the Temple of Hera (Agrigento). In Geotechnical Engineering for the Preservation of Monuments and Historic Sites (pp. 603-612). CRC Press Taylor and Francis Group.

Unsaturated sand in the stability of the cuesta of the Temple of Hera (Agrigento)

NOCILLA, Nicola;ERCOLI, Laura;ZIMBARDO, Margherita;
2013-01-01

Abstract

In the Valle dei Templi in Agrigento seven Doric temples stand lengthwise the crest of a rigid calcarenite cuesta over a layer of carbonate sand which lies along a thick stratum of clays. The environment is highly prone to landslides since topplings of calcarenite blocks often occur. The rock slopes are moving back and the slope edge draw near to the foundation of the Temple of Hera Lacinia contributing to increase their perilous condition. To assess the role of unsaturated sands in the instability processes, after the compositional and textural analysis of the material, direct shear tests and oedometer tests have been carried out on sand samples initially at the natural state, with low or very low values of natural water content, and finally at full saturation. The mechanical behaviour of sands seems one of the main causes of the instability influenced by the presence of an open metastable structure, which develops through bonding mechanisms generated via suctions and/or through cementing material such as clay or salts.
2013
Settore ICAR/07 - Geotecnica
Settore GEO/05 - Geologia Applicata
Nocilla, N., Ercoli, L., Zimbardo, M., Nocilla, A., Meli, P., Grado, G., et al. (2013). Unsaturated sand in the stability of the cuesta of the Temple of Hera (Agrigento). In Geotechnical Engineering for the Preservation of Monuments and Historic Sites (pp. 603-612). CRC Press Taylor and Francis Group.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/10447/78993
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