Abstract:Nowadays, tunnels with single‐shell segmental lining are often constructed pressure‐tight using gaskets. The economic application limit of this construction type is about 50 metres head of water. If the water pressure exceeds this value, considerably more complex – and thus more expensive – two‐shell construction with an additional drainage layer between the inner and the outer lining is required. To extend the field of application of mechanized tunnelling with single shell lining in mid‐mountain formations, a… Show more
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