Publications

Conference Papers

Dr. Seidel’s Conference papers predominantly relate to his practice speciality of driven pile system verification and pile testing

 

  1. Seidel, JP and Ahmadi, H. (2020)  Considerations for design installation and testing of steel pipe piles with internal steel plates.  Accepted for publication at the DFI-PFSF Piling & Ground Improvement Conference, March 2020 (postponed)

  2. Seidel, JP (2018) The Normalized Bearing Graph and Dynamic Reduction Function Concepts in Pile Acceptance.  DFI-EFFC International Conference on Deep Foundations and Ground Improvement, Rome, Italy, June.

  3. Seidel, JP (2018) The Importance of Energy Evaluation on an Individual Pile Basis.  DFI-EFFC International Conference on Deep Foundations and Ground Improvement, Rome, Italy, June.

  4. Seidel, J.P.  (2015). Enhanced Use of Dynamic Pile Testing in Foundation Engineering. 12th Australia New Zealand Conference on Geomechanics.

  5. Seidel, J.P. (2015). Overview of The Role of Testing and Monitoring in the Verification of Driven Pile Foundations. 12th Australia New Zealand Conference on Geomechanics.

  6. Look, BG and Seidel, JP. (2015) Macro Standard Penetration Test measurements examined with a micro scale PDM device. 12th Australia New Zealand Conference in Geomechanics, Wellington, NZ. 

  7. Look, BG, Seidel, JP, Sivakumar, ST, Welikala, DLC.  (2015). Real time monitoring of SPT using a PDM device–The Failings of our Standard Test revealed. International Conference on Geotechnical Engineering, Colombo, Sri Lanka.

  8. Look, Burt G, Seidel, JP, Sivakumar, ST, Welikala, DLC.  (2015). Standard penetration test measurement variations exposed using a digital PDM device. International Conference on Geotechnical Engineering, ICGE, Colombo. Vol.  No.  pp. 451-454. 

  9. Seidel, JP. (2014) Enhancing the Interpretation of the SPT test. Keynote presentation. Fourth International Conference on Geotechnique, Construction Materials and Environment, Brisbane, Australia. 

  10. Gu, XF, Seidel, JP, Haberfield, CM, Bouazza, A.  (2005). Wear of sandstone surfaces during direct shear testing of sandstone/concrete joints. Advances in Deep Foundations. 1-14. 

  11. Gu, XF, Seidel, JP, Haberfield, CM, Bouazza, A. (2004). Comparison of shear behaviour between siltstone/concrete and sandstone/concrete joints. Asian Rock Mechanics Symposium 2004. Vol.  No.  pp. 971-976. Millpress

  12. Schubert, W, Gu, XF, Seidel, JP; Haberfield, CM, Bouazza, A.  (2004). Engineering properties of Sydney Hawkesbury sandstone. European Rock Mechanics Symposium 2004.

  13. Chin, VBL and Seidel, JP. (2004). An experimental study in the viscous damping response of the pile-clay interfaces. In Proceedings of the 7th Int. Conf. on the Appl. of Stress-Wave Theory to Piles (pp. 435-446). 

  14. Seidel, JP;  (2004). Compliance testing of piles. International Geotechnical and Pavements Engineering Conference, 2nd, 2004, Melbourne, Victoria, Australia 

  15. Seidel, JP. (2004) Dynamic Pile Testing and Design Verification for Downdrag Evaluation of Single Piles.  Proc. of the 7th Int. Conf. on the Application of Stresswave Theory to Piles, Kuala Lumpur : 167-175. 

  16. Seidel, JP, Tan, SK.  (2004). Elimination of the Rayleigh Wave Effect on Low Strain Integrity Test Results. 7th International Conference on The Application of Stress Wave Theory on Piles, Kuala Lumpur, Malaysia. (11)

  17. Seidel, JP, Tan, SK.  (2004). Elimination of the Rayleigh wave effect on low strain integrity test results. Part 2: Rayleigh wave elimination technique. 7th International Conference on the Application of Stress Wave Theory to Piles, Kuala Lumpur, Malaysia. Vol.  No.  pp. 187-192.

  18. Seidel, JP;  (2000). Presentation of low strain integrity testing in the time-frequency domain. The Application of Stress-Wave Theory to Piles, Rotterdam. pp. 193-200 (15)

  19. Seidel, J, Kalinowski, M.  (2000). Pile set-up in sands. Procedures of the 6th Int. Conf. on the Application of StressWave Measurements to Piles, Sao Paulo, Brazil, Balkema. pp. 267-274. (20)

  20. Rausche, F, Robinson, B, Seidel, JP.  (2000). Combining static pile design and dynamic installation analysis in GRLWEAP. Proceedings of the 6h International Conference on the Application of Stress-Wave Theory to Piles, Rotterdam.

  21. Seidel, JP; Kodikara, JK.  (2000). Current issues in academia and geoengineering education. ISRM International Symposium. International Society for Rock Mechanics and Rock Engineering

  22. Haberfield, CM, and Seidel, JP. (2000) The role of theoretical models in the analysis and design of rock socketed piles. Proceedings of the John Booker Memorial Symposium. 465-488. 

  23. Slatter, JW, Seidel, JP, Kingwell, W.  (2000). A proposed model for soil/auger interaction during installation of screw piling augers. Proceedings of the 25th Annual Members' Conference and Eighth International Conference and Exposition. Vol.  No.  pp. 457-464. 

  24. Collingwood, B, Seidel, JP, Haberfield, CM.  (1999). Laser based roughness measurement for design and verification of rock socketed piles. Proceedings 8th Australia New Zealand Conference on Geomechanics: Consolidating Knowledge. Vol.  No.  pp. 375. Australian Geomechanics Society

  25. Bouazza, A, Seidel, JP.  (1999). Foundation design on municipal solid waste. Proceedings 8th Australia New Zealand Conference on Geomechanics: Consolidating Knowledge. Vol.  No.  pp. 235. Australian Geomechanics Society

  26. Seidel, JP, Haberfield, CM, Baycan, S.  (1998). Load displacement performance of bored piles in weak rock. Deep foundations on bored and auger piles BAP III. Vol.  No.  pp. 497-504. 

  27. Haberfield, CM, Seidel, JP.  (1997). The behaviour of rock joints in direct shear. The International Symposium on Rock Mechanics and Environmental Geotechnology——Proceedings of Rock Mechanics and Environmental Geotechnology.

  28. Haberfield, CM, Seidel, JP,  Baycan, S.  (1997). Performance vs Prediction of Socketed Piles in Rock. The International Sysmposium on Rock Mechanics and Environmental Geotechnology——Proceedings of Rock Mechanics and Environmental Geotechnology.

  29. Haberfield, CM, Baycan, S, Seidel, JP.  (1996). Field testing of bored piles in weak rock. 7th Australia New Zealand Conference on Geomechanics: Geomechanics in a Changing World: Conference Proceedings. Vol. pp. 885. Institution of Engineers, Australia

  30. Seidel, JP,  (1996) The use of the signal matching approach to the analysis of Statnamic tests. Int. Conf. on the Application of Stress Wave Theory to Piles, 5th, Orlando, Florida 11-13. 

  31. Seidel, JP, Haberfield, CM.  (1996). A Fractal Approach to Predicting Interface Shear Behaviour. Proceedings of the First Australasian Congress on Applied Mechanics: ACAM-96. Vol.  No.  pp. 949. Institution of Engineers, Australia

  32. Cheng, F, Haberfield, CM, Seidel, JP. (1996). Laboratory study of bonding and wall smear in rock socketed piles. 7th Australia New Zealand Conference on Geomechanics: Geomechanics in a Changing World: Conference Proceedings. pp. 69. Institution of Engineers, Australia (10)

  33. Seidel, JP, Gu, XF, Haberfield, CM.  (1996). A new factor for improved prediction of the resistance of pile shafts in rock. 7th Australia New Zealand Conference on Geomechanics: Geomechanics in a Changing World: Conference Proceedings. pp. 692. Institution of Engineers, Australia (12)

  34. Haberfield, CM, Seidel, JP.  (1996). A new design method for drilled shafts in rock. Proceedings of Deep Foundations: International Conference. Deep Foundations Institute, Sparta.

  35. Seidel, JP, Klingberg, DJ and Cannon, JG. (1996) Dynamic testing of barrettes for a cement silo project. 5th Int. Conf. on the Application of Stress-Wave Theory to Piles.

  36. Haberfield, CM, Seidel, JP and Baycan, S. (1995). A new approach to the prediction of rock anchor capacity. Mechanics of Jointed and Faulted Rock, Rossmanith (ed.), 879-884. 

  37. Seidel, JP, Haberfield, CM.  (1995). The use of fractal geometry in a joint shear model. Mechanics of jointed and faulted rock: Proceedings of the 2nd international conference on mechanics of jointed and faulted rock, MJFR-2, Vienna, Austria. Vol.  No.  pp. 529-34. (9)

  38. Seidel, JP; Haberfield, CM;  (1995). The use of fractal geometry in physical models of rock joints. 8th ISRM Congress. Vol.  No.  pp. . International Society for Rock Mechanics and Rock Engineering

  39. Seidel, JP, Haberfield, CM.  (1994). A new approach to the prediction of drilled pier performance in rock. Proceedings of the International Conference on Design and Construction of Deep Foundations. pp. 556-570. (20)

  40. Haberfield, CM, Seidel, JP, Johnston, IW.  (1994). Laboratory modelling of drilled piers in rock. Int. Conf. on Design and Construction of Deep Foundations. Vol.  No.  pp. 1520-1534. 

  41. Haberfield, CM, Baycan, S and Seidel, JP. (1994). Improving the capacity of piles in rock through the use of expansive cement additives. 5th International Conference and Exhibition on Piling and Deep Foundations, Belgium, June (Vol. 1, pp. 1-1). 

  42. Seidel, JP, Haberfield, CM, Johnston, IW. (1994). Cyclic shear testing for piles in cemented calcareous sands. The Fourth International Offshore and Polar Engineering Conference. International Society of Offshore and Polar Engineers

  43. Seidel, JP, Haberfield, CM, Johnston, IW.  (1994). Constant normal stiffness testing of soft rock-concrete interfaces. International symposium on pre-failure deformation characteristics of geomaterials. pp. 155-160. 

  44. Johnston, IW, Seidel, JP, Haberfield, CM.  (1993). Cyclic constant normal stiffness direct shear testing device for soft rock. Geotechnical engineering of hard soils-soft rocks. pp. 977-984. 

  45. Seidel, JP, Anderson, GD, Morrison, NJ.  (1992). The effects of pile relaxation on toe capacity and stiffness. International Conference on the Application of Stress-wave-theory to Piles. pp. 619-626. 

  46. Seidel, JP, Klingberg, DJ.  (1992). The instantaneous liquefaction of silty soils during installation of displacement piles. International Conference on the application of Stress-wave theory to Piles. pp. 153-158. 

  47. Chapman, GA, Wagstaff, JP, and Seidel, JP. (1991) The effect of bitumen slip coating in the driveability of precast concrete piles. In Proceedings of the Deep Foundations Institute’s 4th International Conference on Piling and Deep Foundations, Stresa, April 7-12. 

  48. Steele, R, Seidel, J, Klingberg, D.  (1990). Test Piling Program for Bridges on the Sunshine Motorway in Queensland. 15th ARRB Conference, Darwin, Northern Territory, 26-31 August 1990; Proceedings Parts 1 to 7. Publication of: Australian Road Research Board. Vol. 15 No. 3

  49. Seidel, J.  (1984). Hume Freeway (Baddaginnie to Bowser) - Broken River and Holland Creek bridges-test piling. 

  50. Steele, R, Seidel, J, Klingberg, D.  (1990). Test piling program for bridges on the Sunshine motorway in Queensland. Australian Road Research Board (ARRB) Conference, 15th, 1990, Darwin, Northern Territory. Vol. 15 No. 3

  51. Seidel, JP, Haustorfer, IJ, Plesiotis, S.  (1988). Comparison of dynamic and static testing for piles founded into limestone. Proc. 3rd Int. Conf. on Applications of Stress-wave Theory to Piles, Ottawa. pp. 717-723. (24)

  52. Seidel, JP; Plesiotis, S;  (1985). Two case histories of dynamic testing of piles. Seminar on Practices and Developments in Bridge Design, 1985, Brisbane, Australia

  53. Seidel, J, Rausche, F.  (1984). Correlation of static and dynamic pile tests on large diameter drilled shafts. International Conference on the Application of Stress Wave Theory on Piles, 2nd, 1984, Stockholm, Sweden. (17)

  54. Rausche, F, Seidel, J.  (1984). Design and performance of dynamic tests of large diameter drilled shafts. Proceedings, Second International Conference on the Application of Stress-Wave Theory to Piles. pp. 27-30. May (12)

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