The University of Pisa was established in 1343, but only in XVI century a specific venue, Palazzo La Sapienza, was built. The building was subjected to various modifications in relation to the users’ requirements, with the following irregular structural growth due the absence of a specific and organized global and general scheme. The present paper describes the investigations carried out on the construction and on the foundation soil to clarify their mutual interactions and explain some of the damage today affecting the building. A deep in situ experimental test campaign was executed to define masonry typology, dimensions of structural elements, mechanical properties of materials, geotechnical parameters of the soil and foundations’ geometry and masonry characteristics. Dynamic properties of the subsoil were investigated in order to properly define the local seismic action and the local influence of subsoil profile, necessary for the execution of safety assessments on the global model of the building.

Influence of soil-foundation-structure interaction on overall behaviour and diseases of a medioeval building in Pisa / S., Caprili; F., Mangini; W., Salvatore; Scarpelli, Giuseppe; N., Squeglia. - STAMPA. - 153:(2015). [10.2495/STR150331]

Influence of soil-foundation-structure interaction on overall behaviour and diseases of a medioeval building in Pisa

SCARPELLI, Giuseppe;
2015-01-01

Abstract

The University of Pisa was established in 1343, but only in XVI century a specific venue, Palazzo La Sapienza, was built. The building was subjected to various modifications in relation to the users’ requirements, with the following irregular structural growth due the absence of a specific and organized global and general scheme. The present paper describes the investigations carried out on the construction and on the foundation soil to clarify their mutual interactions and explain some of the damage today affecting the building. A deep in situ experimental test campaign was executed to define masonry typology, dimensions of structural elements, mechanical properties of materials, geotechnical parameters of the soil and foundations’ geometry and masonry characteristics. Dynamic properties of the subsoil were investigated in order to properly define the local seismic action and the local influence of subsoil profile, necessary for the execution of safety assessments on the global model of the building.
2015
File in questo prodotto:
Non ci sono file associati a questo prodotto.

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11566/224125
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo

Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus ND
  • ???jsp.display-item.citation.isi??? ND
social impact