Conventional Excavation of Connecting Tunnels in C13 Metro Station (Poland–Warsaw—Line 2) - The Complex History of the Construction of Three Connecting Tunnels

Society for Mining, Metallurgy & Exploration
Massimiliano Bringiotti Ferdinando De Angelis Marco Aurelio Piangatelli
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
10
File Size:
1999 KB
Publication Date:
Jan 1, 2016

Abstract

"The construction of the three connecting tunnels between the east side and the west side of station C13, adjacent to the Vistula river, has a long and complex history, as they cross beneath one of Warsaw’s main road arteries (Wislostrada). After the attempt to excavate the first tunnel, the face of the tunnel collapsed on the night of August 13, 2012, and a volume of about 10,000 cubic meters of liquid mass (water, silty soil and sand) entered and flooded the west side of the station, which was filled with more than seven meters of material. Fortunately, the workers managed to escape, but machines and equipment were lost. This is the story of how the tunnels were completed, by adopting soil improvement, jet grouting, GRP bars, ground freezing and a careful choice of work steps. INTRODUCTION The Centrum Nauki Kopernik station on Line II of the Warsaw Underground is located alongside to the Vistula river (Figure 1). This station hereinafter is referred to as station C13.The station consist of three parts: the east and west part, and three connecting tunnels 40 meters in length with a large cross section (170 m2).. It includes the rails along the sides and the platform along the centre. The reason for the underground connection of two shafts with a tunnel is due to the presence of a road tunnel (Wislostrada, hereinafter called WS), which must be underpassed by the new metro line (Figure 2).The existing tunnel (Wislostrada) was built many years before, between diaphragm walls, and some foundation structures interfere with the underground tunnel. The challenge was to build the connectors without stopping the traffic of vehicles along the highway above. All works took place in very difficult geological and groundwater conditions due to the presence of Vistula alluvial deposits with poor mechanical characteristics. The soil profile consists of relatively loose sands on top, and silts overlying high plasticity Pliocene clays highly disturbed by the effects of the repeated over-sliding of glacial moraine deposits."
Citation

APA: Massimiliano Bringiotti Ferdinando De Angelis Marco Aurelio Piangatelli  (2016)  Conventional Excavation of Connecting Tunnels in C13 Metro Station (Poland–Warsaw—Line 2) - The Complex History of the Construction of Three Connecting Tunnels

MLA: Massimiliano Bringiotti Ferdinando De Angelis Marco Aurelio Piangatelli Conventional Excavation of Connecting Tunnels in C13 Metro Station (Poland–Warsaw—Line 2) - The Complex History of the Construction of Three Connecting Tunnels. Society for Mining, Metallurgy & Exploration, 2016.

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