Calculation of longitudinal bending moment and shear force for Shanghai Yangtze River Tunnel: Application of lessons from Dutch research

Author:

Talmon A.M.,Bezuijen A.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference36 articles.

1. Bai, Y., Liu, Q., 2012. Shanghai Yangtze River Tunnel. Key Issues in Planning, Design and Construction. Proc. Swiss Tunnel Congress 2012, STA (Swiss Tunneling Association), pp. 84–95.

2. Tunnelling, a Decade of Progress, GeoDelft 1995–2005,2006

3. Grout the foundation of a bored tunnel. In: Newson T.A. (Ed.), Proc. British Geotechnical Association Int. Conf. on Foundations Innovations, Observations, Design & Practice (ICOF 2003 Dundee);Bezuijen,2003

4. Field measurements of grout pressures during tunnelling of the Sophia rail tunnel;Bezuijen;Soils and Foundations,2004

5. Bezuijen, A., Zon, W.H., van der Talmon, A.M., 2005. Laboratory Testing of Grout Properties and their Influence on Back Fill Grouting. ITA-AITES May 7–12, Istanbul, Turkey, pp. 941–947.

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