{"id":1531,"date":"2021-09-17T10:42:39","date_gmt":"2021-09-17T08:42:39","guid":{"rendered":"https:\/\/teleios-ing.it\/?post_type=project&p=1531"},"modified":"2021-09-17T10:42:40","modified_gmt":"2021-09-17T08:42:40","slug":"adaptation-of-the-nursing-home-toniolo","status":"publish","type":"project","link":"https:\/\/teleios-ing.it\/en\/projects\/adaptation-of-the-nursing-home-toniolo\/","title":{"rendered":"Adaptation of the nursing home Toniolo"},"content":{"rendered":"

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GEOTECHNICAL PROJECT AND FOUNDATIONS FOR THE EXTENSION AND ADAPTATION OF THE NURSING HOME “MADRE FORTUNATA TONIOLO” LOCATED IN VIA TOSCANA, 34 – BOLOGNA (BO)<\/h3>\n

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CLIENT<\/strong>: Nursing home “Madre Fotunata Toniolo”
INTERVENTION LOCATION<\/strong>: Via Toscana, 34 Bologna (BO)
SERVICES RENDERED<\/strong>: executive project of the foundations of the extension of the nursing home “Madre Fotunata Toniolo”.
BEGINNING\/END OF WORKS<\/strong>: 2012\/2013<\/p>\n

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PROJECT DESCRIPTION<\/strong><\/p>\n

It has been designed the foundation system of the extension of the Nursing Home “Madre Fortunata Toniolo” to be realized in the Municipality of Bologna in via Toscana, 34.
The new wing of the hospital will be built in adherence to two bodies of the existing structure and will have a completely underground floor.
The bearing capacity of the piles has been evaluated in the hypothesis of isolated foundation piles: the plinths on piles that constitute the foundation of the superstructure exploit piles placed at a distance between centres such as to reduce the interferences between the elements making it permissible to neglect them.
The number of piles of each type of plinth is a function of the magnitude of stresses afferent to each peg: in order to limit and standardize in the highest possible rate the subsidence of the foundation system of the project works (functionality is certainly a design criterion of primary importance given the type of intervention) we tried to level the axial load to which the piles will be subject.<\/p>\n

1. Geological characterization<\/strong>
Great importance must be attributed to the geological\/geotechnical characterization of the site and, above all, the elaboration of a reliable and accurate geotechnical model are fundamental phases in a project situation such as the one that is the subject of this document and constitute the initial preparatory part.
The campaign of geotechnical investigations on site consisted of:<\/p>\n