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De Rijke, Q.C. (author)
Behind the tunnel boring machine (TBM) the rings form a tunnel lining that is embedded in grout and soil. The TBM exerts a normal force, a bending moment and a shear force on the lining. The tunnel rings behind the TBM experience a load through the grout, ground and ground water, but the ground also acts as a support medium. A ring that has just...
report 2009
document
De Rijke, Q.C. (author)
Behind the tunnel boring machine (TBM) the rings form a tunnel lining that is embedded in grout and soil. The TBM exerts a normal force, a bending moment and a shear force on the lining. The tunnel rings behind the TBM experience a load through the grout, ground and ground water, but the ground also acts as a support medium. A ring that has just...
report 2009
document
Brux, G. (author)
Indrukken van nieuwe technieken bij boortunnels gepresenteerd op het congres in 1976. Info over bentonnietschild, spuitbeton, vezelbeton en bevriezingstechnieken.
report 1976
document
Oud, H.J.C. (author), Molenaar, V.L. (author)
Ontwerp en uitvoering van een geboorde leidingtunnel onder het Hollandsch Diep.
report 1973
document
Griffioen, A. (author), van der Veen, R. (author)
During the preliminary investigations ordered by the Rijkswaterstaat for the crossing of the river Westerscheldt in the southern part of the Netherlands, the sand-flow-system for the foundation of a sunken tunnel was developed. Preformed openings in the bottom of the tunnel elements are connected at predetermined intervals to a central pipeline...
report 1972
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