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Underground railway-tunnel works at New Schiphol airport
Exploration of terrain and preparation of plans for building railway line to connect Schiphol airport (in vicinity of Amsterdam) directly with Amsterdam and The Hague; soil conditions; tunnel design requirements; advantages of diaphragm system employed for making tunnel walls; as compromise solution, two construction methods for bottom-slab, so-called `open' and `closed' ones, were used; their advantages and disadvantages; details are given of 330-m tunnel section constructed by open method and 190-m tunnel section built by closed method. (12744)
Underground railway-tunnel works at New Schiphol airport
Exploration of terrain and preparation of plans for building railway line to connect Schiphol airport (in vicinity of Amsterdam) directly with Amsterdam and The Hague; soil conditions; tunnel design requirements; advantages of diaphragm system employed for making tunnel walls; as compromise solution, two construction methods for bottom-slab, so-called `open' and `closed' ones, were used; their advantages and disadvantages; details are given of 330-m tunnel section constructed by open method and 190-m tunnel section built by closed method. (12744)
Underground railway-tunnel works at New Schiphol airport
Ingenieur
Jansma, P.H. (author) / de Nie, F.C. (author)
Ingenieur ; 80
1968
Article (Journal)
English
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