Monitoring a deep excavation in the historical center of Napoli: Università Station

The completion of the downtown stretch of Line 1 of the Napoli (Italy) underground involved the construction of many stations in the historic centre of the city, including the Università station. The name of the station is derived from the closeness to the historical buildings of the administrative offices of the Università Federico II. This station consists of two shafts excavated with the protection of reinforced concrete diaphragms, and two platform tunnels. The main and deeper shaft reaches the line tunnels excavated with TBMs in the formation of the Neapolitan Yellow Tuff, at a depth of more than 36 m below ground level and more than 33 m below the groundwater table; excavations of the shaft involved loose materials for a depth of 23 m, and the Neapolitan Yellow Tuff formation for the remaining. A secondary and shallower shaft was excavated to realize the mezzanine dedicated to ticket machines and checks. The two platform tunnels, each of them consisting in two separate stretches about 50 m long, were excavated from the main shaft using the Artificial Ground Freezing, AGF, technique to guarantee excavation stability and hydraulic seal. For space reason the paper presents the results of the monitoring carried out along the partial construction process with reference to the deep shafts for a total duration of about four years; the presented data consists of: measurements of pore water pressures inside and outside the excavations; measurements of displacement of retaining structures and ground-anchors forces; measurements of subsidence of surrounding buildings. The overall case history is a very complete one and valuable lessons are learnt on the effectiveness of the construction techniques further than on the design methodologies adopted. Qualitative and quantitative relationships among the various sets of measurements are also outlined, such an aspect representing a valuable feature of the presented case history. Keywords: Deep excavation, Settlement, Horizontal displacement, Artificial Ground Freezing