JV Marienhof – Tunnelling under compressed air conditions and excavation works in the inner-city area
ARGE Marienhof – Druckluftvortrieb und Aushubarbeiten im innerstädtischen Raum
Dipl.-Ing. Reinhold Boiger, M.Sc. André Wesch, Dipl.-Ing. Robert Listl, B.Eng. Rainer Saul, Dipl.-Ing. Mathieu Manjarres
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引用次数: 0
Abstract
In the heart of Munich's city centre, the new Marienhof station is being built for the second S-Bahn main line. The new central access structure is being constructed using the diaphragm wall method and, at a depth of 42 m, is the deepest excavation pit in Germany to date. The platform tunnels for the station and a connecting tunnel to the existing U3/U6 underground line are also being driven from the excavation pit at Marienhof using the mine driving method under compressed air. The following article provides an overview of the status of the work and the special features of the connecting tunnel excavation.
Geomechanik und TunnelbauEarth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
1.20
自引率
0.00%
发文量
111
期刊介绍:
The contributions published in Geomechanics and Tunnelling deal with practical aspects of applied engineering geology, rock mechanics and rock engineering, soil mechanics and foundation engineering, and primarily tunnelling. Each issue focuses on a current topic or specific project. Brief news, reports from construction sites and news on conferences round off the content. From the start of 2009 Geomechanics and Tunnelling has been published as a bilingual English/German journal.