Abstract.
The tunnel under the Pannerdensch Canal (The Netherlands) has two strongly differing cross connections. In this article the design of the freezing bodies, the strutting systems and the definitive structures are explained. The execution process is given, as well as the monitoring results. Finally some conclusions and recommendations for future similar projects are formulated.
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Mortier, H., Tuunter, L.L.T.C. Cross Connections at Pannerdensch Canal Tunnel - Freezing Soil Mass Design and Execution Comparison. In: Hack, R., Azzam, R., Charlier, R. (eds) Engineering Geology for Infrastructure Planning in Europe. Lecture Notes in Earth Sciences, vol 104. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-39918-6_52
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DOI: https://doi.org/10.1007/978-3-540-39918-6_52
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Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-21075-7
Online ISBN: 978-3-540-39918-6
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