Pubblicazioni
Pubblicazioni relative al software Repute
O'Brien, A.S., Markvukaj, S. & Willoner, A. (2024). Pile-group design. In ICE Manual of Geotechnical Engineering, Second Edition, Volume II: Geotechnical Design, Construction and Verification (ed. M. Brown et al.), Emerald Publishing, ICE, London, Chapter 55, pp. 863-895.
Dishington, A., Reynolds, S., Bevan, M., Wang, J., and Gilbert, P. (2023). Colne Valley Viaduct foundation design. High Speed Two (HS2): Infrastructure Design and Construction - Volume 3, ICE Publishing, Thomas Telford, United Kingdom, p. 233-253.
Yuan, R. & Storr, T. (2023). Investigation of the behaviour and the design for piles subject to ground heave. High Speed Two (HS2): Infrastructure Design and Construction - Volume 3, ICE Publishing, Thomas Telford, United Kingdom, p. 75-90.
Bandiera, E., Franceschini, M., & Fiorelli, F. (2023). Progetto di pali in terreni liquefacibili: un caso di studio. Proc. XII Incontro Annuale dei Giovani Ingegneri Geotecnici, IAGIG 2023, Padova, pp. 143-146.
Yensri, P., Kitiyodom, P., Asanprakit, A., Duangsano, O. & Phien-Wej, N. (2022). Assessment of tunnelling on existing pile foundations in Bangkok MRT Orange Line. Proc. ITA-AITES World Tunnel Congress, WTC2022 and 47th General Assembly Bella Center, Copenhagen, Denmark, 6p.
Solera, S., Allievi, L., Gelder, J., Mulholland, M., Newhouse, J., Schafer, M., Stedman, L., and Van Eeden, S. (2022). The design and construction of new quay walls and gates at the Port of Boston, UK. Proc. 20th International Conference on Soil Mechanics and Geotechnical Engineering, Sydney, Australia, pp. 1751-1756.
Franceschini, M., Fiorelli, F., Bandiera, E., Colella, V., Cortellazzo, G. & Dei Svaldi, A. (2022). Deep foundations of the new Pavilion 37 – fair quarter Bologna. Proc. 5th Int. Symposium on Cone Penetration Testing (Cone Penetration Testing 2022), Gottardi & Tonni (eds), Bologna, Italy, pp. 944-948.
Franceschini, M., Fiorelli, F. & Bandiera, E. (2022). A comprehensive design procedure for pile groups in liquefiable soils. Proc. 5th Int. Symposium on Cone Penetration Testing (Cone Penetration Testing 2022), Gottardi & Tonni (eds), Bologna, Italy, pp. 938-943.
Bandiera, E., Franceschini, M., & Fiorelli, F. (2022). Analisi di fondazioni su pali con modelli non lineari e riscontri sperimentali. Atti XI Incontro Annuale dei Giovani Ingegneri Geotecnici, IAGIG 2022, Reggio Calabria, 12 luglio 2022, pp. 101-104.
Basile, F. (2021). Influence of cap rigidity on pile group design. Proc. Piling 2020 Int. Conf., British Geotechnical Association (BGA), ICE Publishing, UK, pp. 73-78.
Batilas, A.V., Bahamani, B., Bannister, D.P., Roberts, D.M., and Benson, A.D. (2021). Design methodology for bridge abutment pile group foundations - a case study. Proc. Piling 2020 Int. Conf., British Geotechnical Association (BGA), ICE Publishing, UK, pp. 103-108.
Bond, A.J. & Basile, F. (2021). Repute 2.5, Software for pile design and analysis. Reference Manual, Geocentrix Ltd, United Kingdom, 40p.
Bhartiya, P., Chakraborty, T., and Basu, D. (2021). Closure to “Settlement Estimation of Piled Rafts for Initial Design”. J. Geotech. Geoenviron. Eng., ASCE, 147(5): 07021005, 8p.
Poulos, H.G. (2020). Sven Hansbo Lecture: Deep foundation design - Issues, procedures and inadequacies. In Duc Long P., Dung N. (eds) Geotechnics for Sustainable Infrastructure Development. Lecture Notes in Civil Engineering, vol 62. Springer, Singapore, pp. 3-26.
Powderham, A. & O'Brien, A.S. (2020). The Observational Method in Civil Engineering: Minimising Risk, Maximising Economy. CRC Press, Taylor and Francis Group, 261p.
Balfour Beatty (2020). Hinkley Connection Project. Technical Case Study, Balfour Beatty, 4p.
Maheetharan, A. & Jaen-Toribio, A. (2020). Verification of pile modelling technique in FLAC3D. Applied Numerical Modeling in Geomechanics 2020, Minneapolis, US, Billaux, Hazzard, Nelson & Schöpfer (eds.), Paper: 16-03, 6p.
Randolph, M.F. & Reul, O. (2019). Practical approaches for design of pile groups and piled rafts. Proc. 4th Bolivian Int. Conf. on Deep Foundations, Santa Cruz de la Sierra, Bolivia, 26p.
O'Brien, A.S. (2019). From Minor to Major – The Evolution of Deep Foundations for Transportation Projects. Proc. 4th Bolivian Int. Conf. on Deep Foundations, Santa Cruz de la Sierra, Bolivia, 31p.
Lee, P.T., Tan, Y.C., Lim, B.L. & Ng, W.H. (2019). Design and Construction of Driven Piles over Klang Clay. Proc. 1st Malaysian Geotechnical Society (MGS) and Geotechnical Society of Singapore (GeoSS) Conference 2019, Petaling Jaya, Malaysia, 24-26 June 2019, 6p.
Franza, A., Jimenez, R. & Marshall, A.M. (2019). Elastic analysis of tunnelling beneath capped pile groups. Proc. XVII European Conference on Soil Mechanics and Geotechnical Engineering, Reykjavik, Iceland, 1-6 September 2019, 8p.
Basile, F. (2019). The role of cap flexibility in pile group design. Proc. XVII European Conference on Soil Mechanics and Geotechnical Engineering, Reykjavik, Iceland, 1-6 September 2019, 11p.
Yensri, P., Kitiyodom, P. & Phien-Wej, N. (2019). Impact Assessment of Shield Tunnelling in Bangkok MRT Orange Line on Existing Piled Foundation. Proc. 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Taipei, Taiwan, 4p.
Luo, R., Yang, M. & Li, W. (2018). Normalized settlement of piled raft in homogeneous clay. Computers and Geotechnics, Vol. 103, November, pp. 165-178.
Basile, F. (2018). Pile groups with negative skin friction. Proc. DFI-EFFC Int. Conf. on Deep Foundations and Ground Improvement, Rome, 5-8 June 2018, pp. 934-947.
Li, C.Y. (2018). Pile capacity & settlement analysis for bridging slabs. Technical Note, Mott MacDonald, UK, 31p.
Haberfield, C.M. (2017). Practical application of soil structure interaction analysis. Proc. 19th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Seoul, Honour Lecture, pp. 81-99.
Basile, F. (2017). Not so B.E.S.T. Class A predictions of pile behaviour. Proc. 3rd Bolivian International Conference on Deep Foundations, Santa Cruz de la Sierra, Bolivia, April 27-29, Vol. 3, pp. 61-68.
Poulos, H.G. (2017). Tall Building Foundation Design. CRC Press, Taylor and Francis Group, 532p.
Poulos, H.G. (2016a). Tall building foundations: design methods and applications. Innovative Infrastructure Solutions 1:10, Springer, 1–51.
Poulos, H.G. (2016b). 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.
Bayton, S.M., Black, J.A., Smith, C.C., Handley, B. & Primet, C. (2016). Challenging the perception of precast piles. Ground Engineering, UK, December, pp. 27-32.
Uddin, M.J., Ahmed, M.F., Arafin, P. & Masom, M. (2016). Analysis and Design of Padma Multipurpose Bridge: A Review. Bachelor of Science thesis, Bangladesh.
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. Atti IAGIG - 6^ Incontro Annuale dei Giovani Ingegneri Geotecnici, Verona, 20-21 maggio 2016, 4p.
Basile, F. (2015a). Non-linear analysis of vertically loaded piled rafts. Computers and Geotechnics, Elsevier, Vol. 63, January, pp. 73-82.
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.
Schnaid, F., Militsky, J., Kormann, A., Odebrecht, E., Costanzi, M., and Sestrem, L. (2015). Araquari Experimental testing Site, Brazil - Prediction Event. 8th Seminar on Special Foundations Engineering and Geotechnics (SEFE VIII), São Paulo, Brazil, June 23-25, 23p.
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. (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. Atti IAGIG - 3^ Incontro Annuale dei Giovani Ingegneri Geotecnici, Como, 10-11 maggio 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. (2012a). 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.
Mann, A.V. & Boyd, C.J. (2012). Pyrites Creek Bridge Embankments and Piling. Proc. 11th Australia New Zealand Conference on Geomechanics, Melbourne, pp. 43-48.
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). Atti IAGIG - 2^ Incontro Annuale dei Giovani Ingegneri Geotecnici, Bologna, 4-5 maggio 2012, pp. 81-85.
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. (2012b). 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.
Dewsbury, J.J. (2012). Numerical modelling of soil-pile-structure interaction. PhD thesis, University of Southampton, United Kingdom.
Haberfield, C.M. & Paul, D.R. (2011). Footing design of the Nakheel Tower, Dubai, UAE. In Workshop on soil-structure interaction and retaining walls. Proceedings of the Technical Meeting TC207-ISSMGE, Dubrovnik, pp. 35-52.
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.
Franceschini, M. (2011). Calcolo di una fondazione su pali per torre eolica. Presentazione presso Ordine degli Ingegneri della Provincia di Bologna, pp. 1-55.
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 Conference 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 Conference 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, May 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, May 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, May 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, n. 1, aprile, pp. 87-91.
Togliani, G. (2010). Dimensionamento preliminare fondazioni profonde. Technical Note, Massagno, Svizzera, 17p.
Ibrahim, K., Bunce, G., & Murrells, C. (2009). Foundation design for the Pentominium tower in Dubai, UAE. 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. (2009e). 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 condizioni di carico combinato. Tesi di laurea, Università di Catania, 165p.
Dubai Rapid Link Consortium (2007). Dubai Metro Project RED LINE. 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. 14th European Conf. on Soil mechanics and Geotechnical Engineering, Madrid, Millpress Science Publishers, Rotterdam, The Netherlands, Vol. I, 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, 9p.
Basile, F. (2003a). 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. (2003b). Load-transfer method vs. continuum solution in pile group analysis and design. Proc. 1st British Geotech. Assoc. Int. Conf. on Foundations, Dundee, United Kingdom, pp 109-118.
Basile, F. (2003c). 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. Tesi di laurea, Università di Messina, 103p.
Basile, F. (2002a). PGroupN, Program for the analysis and design of pile groups. Version 1.5, User Manual, Geomarc Ltd, United Kingdom, 37p.
Basile, F. (2002b). Integrated form of singular Mindlin’s solution. Proc. 10th ACME Conf., Swansea, pp 191-194.
Mancuso, A. (2002). Metodi diretti per la risoluzione di problemi reali a grandi dimensioni. Tesi di laurea, Università di Messina, 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 (UK), Geotechnical Engineering, Vol. 143, No. 4, October, pp 241-244.
Basile, F. (1999a). Non-linear analysis of pile groups. Proceedings of the Institution of Civil Engineers (UK), Geotechnical Engineering, Vol. 137, No. 2, April, pp 105-115.
Basile, F. (1999b). 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, 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”, Torino, 11p.
Basile, F. & Davies, T. G. (1997a). The boundary element method for non-linear analysis of piled foundations. Proceedings 1st UK Conference on Boundary Integral Methods, University of Leeds, United Kingdom, pp 29-37.
Basile, F. & Davies, T. G. (1997b). 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.
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