Excavations for the construction of a tall building with deep basements in a congested area in Rome, close to the Tiber river, are described. The project was technically challenging due to the close proximity of existing buildings, the interaction with the river and the poor geotechnical properties of the alluvial deposits. This well-documented case study addresses the geotechnical and structural issues involved in the development of the design and construction process. Particular attention is focused on the prediction of excavation-induced displacements and on the efficiency of the water wells introduced to increase safety margins against the hydraulic uplift of the excavation bottom.

Design, construction and monitoring of a building with deep basements in Rome / Rotisciani, GIADA MARIA; Miliziano, Salvatore; Sacconi, S.. - In: CANADIAN GEOTECHNICAL JOURNAL. - ISSN 0008-3674. - STAMPA. - 53:2(2016), pp. 210-224. [10.1139/cgj-2015-0244]

Design, construction and monitoring of a building with deep basements in Rome

ROTISCIANI, GIADA MARIA;MILIZIANO, Salvatore;
2016

Abstract

Excavations for the construction of a tall building with deep basements in a congested area in Rome, close to the Tiber river, are described. The project was technically challenging due to the close proximity of existing buildings, the interaction with the river and the poor geotechnical properties of the alluvial deposits. This well-documented case study addresses the geotechnical and structural issues involved in the development of the design and construction process. Particular attention is focused on the prediction of excavation-induced displacements and on the efficiency of the water wells introduced to increase safety margins against the hydraulic uplift of the excavation bottom.
2016
deep excavation, urban area, induced displacements, monitoring, hydraulic uplift, numerical modelling.
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Design, construction and monitoring of a building with deep basements in Rome / Rotisciani, GIADA MARIA; Miliziano, Salvatore; Sacconi, S.. - In: CANADIAN GEOTECHNICAL JOURNAL. - ISSN 0008-3674. - STAMPA. - 53:2(2016), pp. 210-224. [10.1139/cgj-2015-0244]
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/862745
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