Papers on Repute

 

Selected papers relating to Repute and its calculation engine PGROUPN

Poulos, H.G. (2016). Lessons Learned from Designing High-rise Building Foundations. Za-Chieh Moh Lecture. Proc. 19th Southeast Asian Geotechnical Conference & 2nd AGSSEA Conference, Deep Excavation and Ground Improvement, Subang Jaya, Malaysia, pp. 45-59.

Fiorelli, F., Muscolino, E., Pancaldi, D., Amoroso, S. & Franceschini, M. (2016). Caratterizzazione geotecnica per la progettazione di nuove strutture di ricezione turistica ad Harvest Caye, Belize. Proc. IAGIG - 6^ Incontro Annuale dei Giovani Ingegneri Geotecnici, Verona, Italy, 20-21 May 2016, 4p (in Italian).

Basile, F. (2015b). Non-linear analysis of piled rafts. Proc. XVI European Conference on Soil Mechanics and Geotechnical Engineering, Edinburgh (UK), 13-17 September 2015, pp. 1047-1052.

Bunce, G.C., Wiles, A., Haliburton, M., Parry, M., Melillo, R. & Back, M. (2015). The Geotechnical Aspects of the London Bridge Station Redevelopment. Proc. XVI European Conference on Soil Mechanics and Geotechnical Engineering, Edinburgh (UK), 13-17 September 2015, pp. 813-818.

Basile, F. (2015a). Non-linear analysis of vertically loaded piled rafts. Computers and Geotechnics, Elsevier, Vol. 63, January, pp. 73-82.

Basile, F. (2014). Effects of tunnelling on pile foundations. Soils and Foundations, The Japanese Geotechnical Society, Vol. 54, Issue 3, June, pp. 280-295.

Pirrello, S. & Poulos, H.G. (2014). Comparison of four pile group analysis programs. Proc. Int. Symp. on Advances in Foundation Engineering (ISAFE2013), Singapore, 5-6 December 2013, pp. 291-297.

Basile, F. (2013a). A practical method for the non-linear analysis of piled rafts. Proc. 18th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Paris, 2-6 September 2013, pp. 2675-2678.

Zhang, H.H. & Choi, B. (2013). Foundation Design Challenges at Hunter Expressway Alliance Project in Australia. In New Frontiers in Engineering Geology and the Environment (ed. Y. Huang et al.), Springer Geology, Vol. 9, pp. 177-180.

Ling, S.Y. & Yong, L.C. (2013). Behavior of piles in palm biodiesel contaminated mining sand. International Journal of Environmental Sciences, Vol. 3, No. 6, pp. 1822-1830.

Basile, F. (2013b). Non-linear analysis of piled rafts. Proc. IAGIG - 3^ Incontro Annuale dei Giovani Ingegneri Geotecnici, Como, Italy, 10-11 May 2013, pp. 9-13.

Fattah, M.Y., Shlash, K.T. & Al-Soud, M.S.M. (2013). Boundary Element Analysis of Pile Groups in Sand. Global Journal of Researches in Engineering Civil And Structural Engineering, Global Journals Inc. (USA), Vol. 13, Issue 3, pp. 1-25.

Barnard, H.F.T. & Vorster, T.E.B. (2012). Pile settlement design using continuous surface wave testing and modulus degradation. Proc. 37th DFI Annual Conference on Deep Foundations, Houston, TX, USA, 16-19 October 2012, pp. 57-63.

Basile, F. (2012). Pile-group response under seismic loading. Proc. 2nd Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering, Paper No. 11.01, Taormina, 28-30 May 2012, pp 1185-1200.

O'Brien, A.S. (2012). Pile-group design. In ICE Manual of Geotechnical Engineering Volume 2: Geotechnical Design, Construction and Verification (ed. J. Burland et al.), The Institution of Civil Engineers Publishing, London, Chapter 55, pp. 823-851.

Guazzotti, F., Enrione, R. & Galimberti, G. (2012). I viadotti della linea ferroviaria ad alta velocità Oued Tlelat-Tlemcen (Algeria): comportamento di pali in gruppo ed interazione palo-terreno nel calcolo della rigidezza delle fondazioni per la verifica binario-struttura (voie-ouvrage). Proc. IAGIG - 2^ Incontro Annuale dei Giovani Ingegneri Geotecnici, Bologna, Italy, 4-5 May 2012, pp. 81-85 (in Italian).

Fattah, M.Y., Shlash, K.T. & Al-Soud, M.S.M. (2012). Pile-clayey soil interaction analysis by boundary element method. Journal of Rock Mechanics and Geotechnical Engineering, Vol. 4, No. 1, pp. 28–43.

Basile, F. (2012). Pile-group response due to tunnelling. Proc. 7th Int. Symp. 'Geotechnical Aspects of Underground Construction in Soft Ground' (ed. G. Viggiani), CRC Press 2012, Chapter 95, pp 781-790.

Yang, J. & Wright, K. (2011). Liquefaction potential assessment and pile foundation design for high efficiency gas turbines and compressors in Perth. Australian Geomechanics, Vol. 46, No. 1, pp. 123-133.

O'Brien, A. (2011). Exploring the limits of the Observational Method. BGA/CFMS Seminar, December, Paris, 12p.

Ormerod, M. (2010). Al Dabba Bridge, Sudan. Concrete Engineering International, The Concrete Society, Surrey (UK), Vol. 44, Issue No. 11, December, pp. 24-26.

Basile, F. (2010d). Kinematic bending moments in pile groups. Proc. 14th European Conf. on Earthquake Engineering, Ohrid, Republic of Macedonia, 30 Aug-3 Sep 2010, 10p.

Basile, F. (2010c). Pseudostatic analysis of pile groups under earthquake loading. Proc. 14th Danube-European Conf. on Geotechnical Engineering "From Research to Design in European Practice", June 2-4, Bratislava, Slovakia, 19p.

Basile, F. (2010b). Torsional response of pile groups. Proc. 11th DFI & EFFC Int. Conf. on Geotechnical Challenges in Urban Regeneration, June 26-28, London, 13p.

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, June 26-28, London, 12p.

O'Brien, A. & Bown, A. (2010). Pile group design for major structures. Proc. 11th DFI & EFFC Int. Conf. on Geotechnical Challenges in Urban Regeneration, June 26-28, London, 11p.

Basile, F. (2010a). 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, pp. 337-341.

Bringiotti, M. & Sammartino, P. (2010). Perforazione di pali a grande diametro – 3P Proactive Portant Pile – ed opere di fondazione (tipo FDP e DK) in condizioni estreme. Parte seconda – L’applicazione sulla Variante di Valico da parte dell'Impresa TOTO S.p.A. Geoingegneria Ambientale e Mineraria, Anno XLVII, Issue 1, April, pp. 87-91 (in Italian).

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.

Ibrahim, K., Bunce, G., & Murrells, C. (2009). Foundation design for the Pentominium tower in Dubai, UAE. Proceedings of the Institution of Civil Engineers (UK), Civil Engineering, Vol. 162, Issue 6, pp. 25–33.

Poulos, H.G. (2009a). Tall buildings and deep foundations - Middle East challenges. Proc. 17th Int. Conf. on Soil Mechanics and Geotechnical Engineering (ICSMGE 2009), Alexandria, Egypt, Terzaghi Oration, M. Hamza et al. (Eds.), pp. 3173-3205.

Poulos, H.G. (2009b). 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.

Poulos, H.G. (2009c). Program CLAP (Combined Load Analysis of Piles). Users Manual, v. 6.2, Coffey Geotechnics Pty. Ltd, 45p.

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.G. & 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.G. (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.G. (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.

Dubai Rapid Link Consortium (2007). Design of the Dubai Metro light rail viaducts—substructure. Viaducts Design Basis Report, WS Atkins, November, 67p.

Basile, F. (2007). Loading-deformation coupling in Repute. Technical Note, Geomarc Ltd, 7p.

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.

Basile, F. (2003). Analysis and design of pile groups. In Numerical Analysis and Modelling in Geomechanics (ed. J. W. Bull), Spon Press (Taylor & Francis Group Ltd), Oxford, Chapter 10, pp. 278-315.

Basile, F. (2003). Load-transfer method vs. continuum solution in pile group analysis and designProc. BGA Int. Conf. on Foundations, Dundee, United Kingdom, pp 109-118.

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.

Amalfi, M. (2002). Metodi iterativi per la risoluzione di sistemi lineari di grandi dimensioni. BSc thesis (in Italian), University of Messina, Italy, 103p.

Basile, F. (2002). PGroupN, Program for the analysis and design of pile groups. Version 1.5, User Manual, Geomarc Ltd, 37p.

Basile, F. (2002). Integrated form of singular Mindlin’s solution. Proc. 10th ACME Conf., Swansea, United Kingdom, pp 191-194.

Mancuso, A. (2002). Metodi diretti per la risoluzione di problemi reali a grandi dimensioni. BSc thesis (in Italian), University of Messina, Italy, 153p.

Basile, F. (2001). PGroupN, A novel solution for pile group analysis and design. Underground Construction 2001, Int. Symposium & Exhibition, London, pp 373-386.

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.

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, United Kingdom, 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, Belgium, 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, Italy, 11p.

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, United Kingdom, pp 21-22.

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