Professor Emeritus Harry Poulos
People_

Professor Emeritus Harry Poulos

BE PhD DScEng PE Dist.M.ASCE
Academic (Retired) from School of Civil Engineering
Phone
+61 2 9351 3640
Fax
+61 2 9351 3343
Address
J05 - J05 Civil Engineering Building
The University of Sydney
Professor Emeritus Harry Poulos

To say that Emeritus Professor Harry Poulos's career in foundation engineering has involved ensuring that buildings are properly supported on the ground they're built on so they won't collapse is not inaccurate, but this simple description belies the enormous contribution this distinguished engineer has made to his field. This is evidenced by the many awards and other forms of recognition he has received and the outstanding international reputation he has earned as a leader in both academia and industry.

"I specialise in the foundations of tall buildings, which are expensive to build, so my job involves not only making sure the supporting capacity of their foundations makes them safe, but also ensuring their economical feasibility for the owners of the building.

"Many of the buildings I've worked on have been overseas. For example, I was involved as a geotechnical peer reviewer in the design of the world's tallest building, Burj Khalifa in Dubai. Here in Australia I've worked on some high-rise buildings on the Gold Coast, but less so in Sydney, where structures are built on foundations of rock - which is much less interesting from my point of view.

"For many years I held dual roles in academia and industry, and that was probably the most productive time in my career. I supervised a number of research students, which enabled me to take genuine problems from industry and make them the focus of research projects, and then feed the results back into industry practice. I'm proud to say that a number of the practices developed in this way have now become routine in industry.

"The University of Sydney has really been the springboard of my career. I started my undergraduate degree here in the late 1950s and have since completed a PhD and a DScEng, worked in industry and progressed from the position of lecturer to professor to emeritus professor. While I've retired from the University now, I still give an occasional lecture to postgraduate students.

"Over my career I've also been fortunate to have been recognised for my work in various ways. Most recently, in 2010, I'm proud to have been the first Australian to become a Distinguished Member of the American Society of Civil Engineers, which recognises outstanding contributions of individuals to the field of civil engineering. It's very gratifying to be recognised in this way."

  • Chair, Standards Australia Committee CE18, Piling
  • Board Member, International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE).
  • Chairman, Joint Technical Committee on Professional Practice (ISSMGE, ISRM, IAEG).
  • Editorial Board Member for 4 international journals
  • American Society of Civil Engineers
  • Australian Geomechanics Society
Project titleResearch student
Achieving sustainable outcomes through the reuse of deep foundations and retaining structures, with particular reference to the presence of imperfections and development of remedial solutionsPawan SETHI

Publications

Book Chapters

  • Small, J., Poulos, H. (2023). Structural Integrity Issues Associated with Soil and Rock in Civil Engineering Industries. In Milne, I.; Ritchie, R.O.; Karihaloo, B (Eds.), Comprehensive Structural Integrity, Volumes 1-10, (pp. V1-423-V1-445). Oxford: Elsevier. [More Information]
  • Poulos, H. (2010). Significance of Interaction and Non-Linearity in Piled Raft Foundation Design. In Rolando P. Orense, Nawawi Chouw & Michael J. Pender (Eds.), Soil Foundation Structure Interaction, (pp. 187-192). London, UK: Taylor and Francis.
  • Poulos, H. (2009). Simulation of the performance and remediation of imperfect pile groups. In W.F. van Impe and P.O. Van Impe (Eds.), Deep Foundations on Bored and Auger Piles. Proceedings of the fifth international symposium on deep foundations on bored and auger piles (BAP V), (pp. 143-154). London, UK: Taylor and Francis.

Journals

  • Poulos, H. (2023). Analysis of Foundation Settlement Interaction among Multiple High-Rise Buildings. Geotechnical and Geological Engineering: an international journal. [More Information]
  • Kelly, R., Huang, J., Poulos, H., Stewart, M. (2021). Geotechnical and Structural stochastic analysis of piled solar farm foundations. Computers and Geotechnics, 132, 103988. [More Information]
  • Poulos, H. (2021). PRACTICAL APPROACH FOR PILED RAFT STIFFNESS ESTIMATION. Australian Geomechanics Journal, 56(3), 57-69.

Conferences

  • Poulos, H., Small, J., Chow, H. (2013). Foundation Design for High-Rise Tower in Karstic Ground. Geo-Congress 2013: Foundation Engineering in the Face of Uncertainty: Honoring Fred H. Kulhawy, San Diego: American Society of Civil Engineers (ASCE). [More Information]
  • Badelow, F., Kim, S., Poulos, H., Abdelrazaq, A. (2010). Foundation design for a tall tower in a reclamation area. 7th International Conference on Tall Buildings, Singapore: Research Publishing Services.
  • Poulos, H. (2010). Foundation Design Incorporating Existing Foundation Elements. The DFI and EFFC 11th International Conference in the DFI series: Geothechnical Challenges in Urban Regeneration, London, UK.

2023

  • Poulos, H. (2023). Analysis of Foundation Settlement Interaction among Multiple High-Rise Buildings. Geotechnical and Geological Engineering: an international journal. [More Information]
  • Small, J., Poulos, H. (2023). Structural Integrity Issues Associated with Soil and Rock in Civil Engineering Industries. In Milne, I.; Ritchie, R.O.; Karihaloo, B (Eds.), Comprehensive Structural Integrity, Volumes 1-10, (pp. V1-423-V1-445). Oxford: Elsevier. [More Information]

2021

  • Kelly, R., Huang, J., Poulos, H., Stewart, M. (2021). Geotechnical and Structural stochastic analysis of piled solar farm foundations. Computers and Geotechnics, 132, 103988. [More Information]
  • Poulos, H. (2021). PRACTICAL APPROACH FOR PILED RAFT STIFFNESS ESTIMATION. Australian Geomechanics Journal, 56(3), 57-69.

2020

  • Poulos, H., Mattes, N. (2020). Settlement and load distribution analysis of pile groups. Australian Geomechanics Journal, 55(4), 18-35.
  • Cunha, R., Poulos, H., Small, J. (2020). Some Factors That Influence the Prediction of the Behaviour of Piled Rafts via Simplified (Numerical) Analyses. Journal of the Southeast Asian Geotechnical Society, 51(2), 22-29.

2019

  • Poulos, H., Chow, H., Small, J. (2019). The use of equivalent circular piles to model the behaviour of rectangular barrette foundations. Journal of the Southeast Asian Geotechnical Society, 50(3), 106-109.

2018

  • Cunha, R., Poulos, H. (2018). Importance of the excavation level on the prediction of the settlement pattern from piled raft analyses. Soils and Rocks, 41(1), 91-99. [More Information]
  • Poulos, H. (2018). Rational assessment of modulus of subgrade reaction. Journal of the Southeast Asian Geotechnical Society, 49(1), 1-1.

2013

  • Poulos, H., Small, J., Chow, H. (2013). Foundation Design for High-Rise Tower in Karstic Ground. Geo-Congress 2013: Foundation Engineering in the Face of Uncertainty: Honoring Fred H. Kulhawy, San Diego: American Society of Civil Engineers (ASCE). [More Information]
  • Russo, G., Abagnara, V., Poulos, H., Small, J. (2013). Re-assessment of foundation settlements for the Burj Khalifa, Dubai. Acta Geotechnica, 8(1), 3-15. [More Information]

2010

  • Liyanapathirana, D., Poulos, H. (2010). Analysis of Pile Behaviour in Liquefying Sloping Ground. Computers and Geotechnics, 37, 115-124. [More Information]
  • Sales, M., Small, J., Poulos, H. (2010). Compensated piled rafts in clayey soils: behaviour, measurements, and predictions. Canadian Geotechnical Journal, 47(3), 327-345. [More Information]
  • Badelow, F., Kim, S., Poulos, H., Abdelrazaq, A. (2010). Foundation design for a tall tower in a reclamation area. 7th International Conference on Tall Buildings, Singapore: Research Publishing Services.

2009

  • Poulos, H. (2009). A systematic approach to forensic foundation engineering. Institution of Civil Engineers. Proceedings. Civil Engineering, 162(5; May; No. CE5), 38-43. [More Information]
  • Liyanapathirana, D., Poulos, H. (2009). Numerical simulation of geosynthetic reinforced pile supported embankment on soft ground. 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20), Leiden: CRC Press/Balkema.
  • Cubrinovski, M., Ishihara, K., Poulos, H. (2009). Pseudo-Static Analysis of Piles Subjected to Lateral Spreading. The Bulletin. New Zealand Society for Earthquake Engineering, 42(1), 28-38.

2008

  • Poulos, H. (2008). A framework for forensic foundation engineering. 4th International Conference on Forensic Engineering, London, UK: American Society of Civil Engineers (ASCE). [More Information]
  • Poulos, H. (2008). A practical design approach for piles with negative friction. Proceedings of the Institution of Civil Engineers. Geotechnical Engineering, 161(GE1), 19-27. [More Information]
  • Ng, C., Poulos, H., Chan, V., Lam, S., Chan, G. (2008). Effects of Tip Location and Shielding on Piles in Consolidating Ground. Journal of Geotechnical and Geoenvironmental Engineering, 134(9), 1245-1260. [More Information]

2007

  • Small, J., Poulos, H. (2007). A method of analysis of piled rafts. 10th Australia New Zealand Conference on Geomechanics (2007), Australia: Carillon Conference Management for the Australian Geomechanics Society.
  • Poulos, H. (2007). Applications of Piling for Infrastructure Development. 6. Oesterreichische Geotechniktagung (6.OeGT), Austria: Osterreichischer Ingenieur- und Architekten Verein.
  • Kelly, R., Poulos, H., Small, J. (2007). Assessment of stability criteria for boreholes left open during pile construction. 10th Australia New Zealand Conference on Geomechanics (2007), Australia: Carillon Conference Management for the Australian Geomechanics Society.

2006

  • Surjadinata, J., Carter, J., Hull, T., Poulos, H. (2006). Analysis of Effects of Tunnelling on Single Piles. In Klaas Jan Bakker, Adam Bezuijen, Wout Broere, E.A. Kwast (Eds.), Geotechnical Aspects of Underground Construction in Soft Ground. Proceedings of the 5th International Symposium TC28. Amsterdam, the Netherlands, 15-17 June 2005, (pp. 665-671). London, UK: Taylor and Francis.
  • Liyanapathirana, D., Poulos, H. (2006). Behavior of Pile Groups in Liquefying Solil. GeoCongress 2006, USA: Curran Associates, Inc.
  • Surjadinata, J., Hull, T., Carter, J., Poulos, H. (2006). Combined Finite- and Boundary-Element Analysis of the Effects of Tunneling on Single Piles. International Journal of Geomechanics, 6(5), 374-377. [More Information]

2005

  • Wong, S., Poulos, H. (2005). Approximate pile-to-pile interaction factors between two dissimilar piles. Computers and Geotechnics, 32, 613-618. [More Information]
  • Nguyen, V., Small, J., Poulos, H. (2005). Effect of Soil Movements due to Excavation on Piled Foundations. Journal of the Southeast Asian Geotechnical Society, 36(2), 145-151.
  • Poulos, H., Davids, A. (2005). Foundation Design for the Emirates Twin Towers Dubai. Canadian Geotechnical Journal, 42(3), 716-730. [More Information]

2004

  • Poulos, H. (2004). An Approach For Assessing Geotechnical Reduction Factors For Pile Design. 9th Australia New Zealand Conference on Geomechanics, Auckland, Auckland: New Zealand Geotechnical Society and the Australian Geomechanics Society.
  • Poulos, H., Deng, W. (2004). An Investigation On Tunnelling-Induced Reduction Of Pile Geotechnical Capacity. 9th Australia New Zealand Conference on Geomechanics, Auckland, Auckland: New Zealand Geotechnical Society and the Australian Geomechanics Society.
  • Liyanapathirana, D., Poulos, H. (2004). Assessment Of Soil Liquefaction Incorporating Earthquake Characteristics. Soil Dynamics and Earthquake Engineering, 24(11), 867-875. [More Information]

2003

  • Poulos, H., Jaksa, M., Kaggwa, W., Fenton, G. (2003). A framework for quantifying the reliabilty of geotechnical investigations. Applications of Stattistics and Probability in Civil Engineering, Rotterdam: Millpress.
  • Poulos, H., Badelow, F., Powell, G. (2003). A Theoretical Study of Constructive Application of Excavation for Foundation Correction. International Conference on Response of Buildings to Excavation-Induced Ground Movements, London: Ciria.
  • Poulos, H. (2003). Analysis of Soil Extraction for Correcting Uneven Settlement of Pile Foundations. Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (12ARC), Asia: World Scientific Publishing.

2002

  • Liyanapathirana, D., Poulos, H. (2002). A Numerical Model for Dynamic Soil Liquefaction Analysis. Soil Dynamics and Earthquake Engineering, 22(9-12), 1007-1015. [More Information]
  • Liyanapathirana, D., Poulos, H. (2002). A Numerical Model for Seismic Analysis of Piles in Liquefying Soil. Deep Foundations 2002, Virginia: American Society of Civil Engineers (ASCE).
  • Carter, J., Poulos, H., Tanner, R. (2002). Biographical memoirs: John Robert Booker 1942-1998. Historical Records of Australian Science, 14(2), 143-168.

2001

  • Xu, K., Poulos, H. (2001). 3_D Elastic Analysis of Vertical Piles Sunjected to Passive Loadings. Computers and Geotechnics, 28, 349-375.
  • Xu, K., Poulos, H. (2001). A General Load-Settlement Analysis of Pile Groups. 5th International Conference on Deep Foundation Practice incorporating Piletalk, : UNSW Australian Defence Force Academy.
  • Liyanapathirana, D., Poulos, H. (2001). Assessment of soil liquefaction during earthquakes. 15th International Conference on Soil Mechanics and Foundation Engineering, : UNSW Australian Defence Force Academy.

2000

  • Chen, L., Poulos, H., Loganathan, N. (2000). Approximate design charts for piles adjacent to tunnelling operations. ISRM International Symposium 2000, IS 2000, Australia: International Society for Rock Mechanics (ISRM).
  • Gupta, V., Poulos, H., Reid, S. (2000). Seismic micro-zonation of Delhi. ISRM International Symposium 2000, IS 2000, Australia: International Society for Rock Mechanics (ISRM).
  • Xu, K., Poulos, H. (2000). Theoretical study of pile behaviour induced by a soil cut. ISRM International Symposium 2000, IS 2000, Australia: International Society for Rock Mechanics (ISRM).

Selected Grants

2024

  • Hybrid Pile-Drain System to Stabilise Railways Built on Soft Soils, Poulos H, Australian Research Council (ARC)/Linkage Projects (LP)

1999

  • The use of piles in construction of pavements and embankments, Poulos H, Small J, Australian Research Council (ARC)/Large Research Grants (LRG)
  • Pile design for seismically active areas, Poulos H, Australian Research Council (ARC)/Large Research Grants (LRG)

In the media