A finite element–based approach for predictions of rigid pile group stiffness efficiency in clays

Author:

Sheil Brian B.,McCabe Bryan A.

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference45 articles.

1. Butterfield R, Douglas RA (1981) Flexibility coefficients for the design of piles and pile groups. Paper presented at the CIRIA, London

2. Basile F (2003) Analysis and design of pile groups. In: Bull JW (ed) Numerical analysis and modelling in geomechanics, London, pp 278–315

3. McCabe BA, Lehane BM (2006) Prediction of pile group response using a simplified non-linear finite element model. In: Proceedings of the 6th European conference on numerical methods in geotechnical engineering, Austria, pp 589–594

4. Klar A, Leung YF (2009) Simple energy-based method for nonlinear analysis of incompressible pile groups in clays. J Geotech Geoenviron Eng 135(7):960–965

5. Fleming WGK, Weltman AJ, Randolph MF, Elson WK (2009) Piling engineering, 3rd edn. Taylor & Francis, Oxon

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