Civil Engineering Reference
In-Depth Information
Burland, J. B., Standing, J. R. and Jardine, F. M. (2001). Building
Response to Tunnelling: Case Studies from the Jubilee Line
Extension . CIRIA Special Publication 200. Vol. 1: Projects and
Methods . London: Thomas Telford/CIRIA.
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movements of in situ walls. In Design and Performance of Earth
Retaining Structures. New York: Geotechnical Special Publication
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ing lateral wall movement of embedded walls in UK ground. Proc.
Int. Conf. on Geotechnical Aspects of Underground Construction
in Soft Ground, London.
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prediction and analysis. Géotechnique , 42 (3), 411-425.
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Field and laboratory measurements of soil stiffness . In Proceedings
of the 11th International Conference of Soil Mechanics and
Foundation Engineering , San Francisco, Vol. 2. Rotterdam:
Balkema, pp. 511-514.
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due to deep excavations ASCE 127(3) 203-224.
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7th ICSMFS, State of the art.
St John, H. D., Harris, D. I., Potts, D. M. and Fernie, R. (1992).
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lieving slabs. Proceedings International Conference on Retaining
Structures, Cambridge, Institution of Civil Engineers.
Skempton, A. W. (1953). Discussion. In Proceedings of the 3rd
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Engineering . Zurich: ICOSOMEF.
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Practice . New York: John Wiley; London: Chapman and Hall.
13.11.1 Further reading
Atkinson, J. H. (2000). Non-linear soil stiffness in routine design,
40th Rankine Lecture. Géotechnique , 50 (5), 487-507.
Bond, A. and Harris, A. (2008). Decoding Eurocode 7 . Abingdon:
Taylor & Francis.
Dunnicliff, J. and Green, G. E. (1988). Geotechnical Instrumentation
for Monitoring Field Performance . New York: John Wiley.
Gaba, A. R., Simpson, B., Powrie, W. and Beadman, D. R. (2003).
Embedded Retaining Walls: Guidance for Economic Design.
CIRIA Report C580. London: Construction Industry Research and
Information Association.
Potts, D. and Zdravkovic, L. (1999). Finite Element Analysis in
Geotechnical Engineering: Theory. London: Thomas Telford.
Potts, D. and Zdravkovic, L. (2001). Finite Element Analysis
in Geotechnical Engineering: Application . London: Thomas
Telford.
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