Publications on Repute/PGroupN - most recent first
Martin, J., St John, H., Fraser, J., Taylor, T. & Smith, M. (2010). Cannon Station Redevelopment, London. Proc. 11th DFI/EFFC Int. Conf. on Geotechnical Challenges in Urban Regeneration, London, 26-28 May 2010, in press.
Togliani, G. (2010). Dimensionamento preliminare fondazioni profonde. Technical Note (in Italian), Massagno, Switzerland, 17p.
Bond, A. J. & Basile, F. (2010). Repute 2.0, Software for pile design and analysis. Reference Manual, Geocentrix Ltd, United Kingdom, 49p.
Poulos, H. (2009). Optimisation of pile foundation system design in East Asia. Piling and Deep Foundations Asia Summit "Ensuring Cost-Effective, Safe and Sustainable Foundations in East Asia", Part 1, July, Lantau, Hong Kong, China.
Smith, D.A. and Hendy, C.R. (2009). Design of the Dubai Metro light rail viaducts—substructure. Bridge Engineering, Thomas Telford, Vol. 162, Issue 2, pp. 63-74.
Poulos, H. & Bunce, G. (2008). Foundation design for the Burj Dubai - The World's Tallest Building. Proc. 6th Int. Conf. on Case Histories in Geotechnical Engineering and Symposium in Honor of Professor James K. Mitchell, Arlington, Va (Usa), Paper No. 1.47, pp 1-16.
Poulos, H. (2008). The piled raft foundation for the Burj Dubai – Design and performance. IGS-Ferroco Terzaghi Oration 2008, Indian Geotechnical Society, Indore, India.
Salgado, R., Dipanjan, B., Gavin, K., Kumar, S., Estrada Alvarez, G.M. & Ahmad, S.F. (2008). Analysis, design, testing and performance of foundations. Proc. 6th Int. Conf. on Case Histories in Geotechnical Engineering and Symposium in Honor of Professor James K. Mitchell, Arlington, Va (Usa), General Report - Session 1, pp 1-23.
Poulos, H. (2008). Foundation design for high-rise buildings: Emirates Towers and Burj Dubai case studies. Proc. Piling and Deep Foundations Summit 2008, Shangri-La Hotel, Dubai, United Arab Emirates, Opening Keynote Session.
Hamza, O. & Bellis, A. (2008). Assessment of a bridge pier pile foundation subjected to bearing replacement. Proc. 2nd British Geotech. Assoc. Int. Conf. on Foundations, Dundee, United Kingdom, pp 125-136.
Song, J.Y., Choi, K.Y., Shin, H.Y., Lee, W.S., Cho, B.C. & Hwang, D. W. (2008). Design and construction of approach bridge in Incheon Bridge project. Proc. 4th Int. Conf. on Bridge Maintenance, Safety and Management (IABMAS'08), Seoul, Korea, July 13-17, 2008.
Malpasso, M. (2008). Modellazione del comportamento dei pali soggetti a condizione di carico combinato. MEng thesis (in Italian), University of Catania, Italy, 165p.
Flett, I.D., Carter, M., Hussain, N. & Yeoward, A. (2007). Incheon Bridge Project—The role of the Contractor's Checking Engineer. Proc. IABSE International Symposium Weimar 2007, Weimar (Germany), IABSE Report, 7p.
O'Brien, A.S. (2007). Raising the 133m high Triumphal Arch at the New Wembley Stadium, Risk Management via the Observational Method. Proc. Of the 14th European Conference on Soil mechanics and Geotechnical Engineering, Madrid, Millpress Science Publishers, Rotterdam, The Netherlands, pp. 365-370.
Hardy, S. & O'Brien, A.S. (2006). Non-linear analysis of large pile groups for the new Wembley stadium. Proc. 10th Int. Conf. on Piling and Deep Foundations, Amsterdam, The Netherlands, Publ. by Deep Foundation Institute (DFI), USA, pp. 303-310.
O’Brien, A.S., Hardy, S., Farooq, I., & Ellis, E.A. (2005). Foundation engineering for the UK's new national stadium at Wembley. Proc. 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, pp. 1533-1536.
Hardy, S. (2005). Non-linear analysis of large pile groups for the new Wembley Stadium. 35th Cooling Prize Final, British Geotechnical Association, London.
Amalfi, M. (2002). Metodi iterativi per la risoluzione di sistemi
lineari di grandi dimensioni. BSc thesis (in Italian), University
of Messina, 103p.
Mancuso, A. (2002). Metodi diretti per la risoluzione di problemi
reali a grandi dimensioni. BSc thesis (in Italian), University
of Messina, 153p.
Suckling, T. P. & Lee, J. (2001). Piled foundation aspects
of the bridge slide at Newark Dyke. Underground Construction
2001, Int. Symposium & Exhibition, London, pp 361-372.
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Papers by Francesco Basile (author of PGroupN) - most recent first
Basile, F. (2011). Analysis of piled raft foundation in weak rock. Proc. 15th European Conference on Soil Mechanics and Geotechnical Engineering on “Geotechnics of Hard Soils – Weak Rocks”, Athens, Greece, 12-15 September 2011, in preparation.
Basile, F. (2011). Pile-group response due to tunnelling. Proc. 7th Int. Symp. on "Geotechnical Aspects of Underground Construction in Soft Ground", Rome, 16-18 May 2011, abstract accepted.
Basile, F. (2010). Kinematic bending moments in pile groups. Proc. 14th European Conference on Earthquake Engineering, Ohrid, Republic of Macedonia, 30 Aug-3 Sep 2010, 10p, in press.
Basile, F. (2010). Pseudostatic analysis of pile groups under earthquake loading. Proc. 14th Danube-European Conference on Geotechnical Engineering "From Research to Design in European Practice", Bratislava, Slovakia, 2-4 June 2010, 19p, in press.
Basile, F. (2010). Torsional response of pile groups. Proc. 11th DFI/EFFC Int. Conf. on Geotechnical Challenges in Urban Regeneration, London, 26-28 May 2010, 13 p, in press.
Basile, F. (2010). Discussion of "Nonlinear analysis of torsionally loaded pile groups", by L.G. Kong & L.M. Zhang. Soils and Foundations, Japanese Geotechnical Society, Vol. 50, No. 2, April.
Basile, F. (2007). Loading-deformation coupling in Repute. Technical Note, Geomarc Ltd, 5p.
Basile, F. (2003). Load-transfer method vs continuum solution
in pile group analysis and design. Proc. BGA Int. Conf. on Foundations: "Innovations,
Observations, Design and Practice", Dundee, in press.
Basile, F. (2003). Discussion of “Analysis of laterally
loaded pile groups using a variational approach”, by W.
Y. Shen & C. I. Teh, Géotechnique 53, No. 5, pp 525-526.
Basile, F. (2003). Analysis and design of pile groups. In "Numerical
Analysis and Modelling in Geomechanics" (ed. J. W. Bull), Spon
Press, London, Chapter 10, pp 278-315.
Basile, F. (2002). Integrated form of singular Mindlin’s
solution. Proc. 10th ACME Conf., Swansea, pp 191-194.
Basile, F. (2001). PGroupN, A novel solution for pile group
analysis and design. Underground Construction 2001, Int. Symposium
& Exhibition, London, pp 373-386.
Basile, F. (2002). PGroupN, Program for the analysis and design
of pile groups. Version 1.5, User Manual, 37p.
Basile, F. (2000). Discussion: Non-linear analysis of pile
groups. Proceedings of the Institution of Civil Engineers, Geotechnical
Engineering, Vol. 143, No. 4, October, pp 241-244.
Basile, F. (1999). Non-linear analysis of pile groups. Proceedings
of the Institution of Civil Engineers, Geotechnical Engineering,
Vol. 137, No. 2, April, pp 105-115.
Basile, F. (1999). Non-linear analysis of pile groups under general
loading conditions. PhD thesis, University of Glasgow, 249p.
Basile, F. (1998). Non-linear analysis of vertically loaded pile
groups. Proc. 3rd Int. Geotech. Seminar on Deep Foundations on
Bored and Auger Piles, Ghent, pp 425-431.
Basile, F. (1997). PGroupN, A computer program for the non-linear
analysis of pile groups under general loading conditions. Proc.
XVI Ciclo di Conferenze di Geotecnica di Torino “I pali
e le fondazioni su pali”, Turin, 11pp.
Basile, F. & Davies, T. G. (1997). The boundary element method for non-linear analysis of piled foundations. Proceedings 1st UK Conference on Boundary Integral Methods, University of Leeds, pp 29-37.
Basile, F. & Davies, T. G. (1997). Linear and non-linear analysis of laterally loaded pile groups. Proceedings 5th ACME Conference, Imperial College, University of London, pp 84-87.
Basile, F. (1996). Non-linear analysis of pile groups under general
loading conditions. Proc. 4th BGS Conf. Young Geotechnical Engineers,
Oxford, pp 21-22.
Basile, F. (1993). Modellazione numerica con curve p-y di pali
soggetti a forze orizzontali in testa. MEng thesis, University
of Catania, 115pp.
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