Publications

Journal Publications

Citations

Dr. Seidel’s Journal publications and citations predominantly relate to his academic research into rock-socketed piles - total citations 983* as of 26 November, 2020

Publications

 
  • Note : Google Scholar citations for key journal papers shown in brackets (nn)

  1. Seidel, JP, Haberfield, CM.  (2002). A theoretical model for rock joints subjected to constant normal stiffness direct shear. International Journal of Rock Mechanics and Mining Sciences. Vol. 39, No. 5 pp. 539-553.  Pergamon (129)

  2. Seidel, JP, Haberfield, CM.  (1995). Towards an understanding of joint roughness. Rock Mechanics and Rock Engineering. Vol. 28, No. 2 pp. 69-92. Springer-Verlag. (131)

  3. Seidel, JP., Collingwood, B.  (2001). A new socket roughness factor for prediction of rock socket shaft resistance. Canadian Geotechnical Journal. Vol. 38, No. 1 pp. 138-153. NRC Research Press Ottawa, Canada (105)

  4. Seidel, JP, Haberfield, CM.  (1995). The application of energy principles to the determination of the sliding resistance of rock joints. Rock mechanics and rock engineering. Vol. 28, No. 4 pp. 211-226. Springer-Verlag (95)

  5. Seidel, JP, Haberfield, CM.  (2002). Laboratory testing of concrete-rock joints in constant normal stiffness direct shear. Geotechnical Testing Journal. Vol. 25, No. 4 pp. 391-404. ASTM International (91)

  6. Haberfield, CM, Seidel, JP.  (1999). Some recent advances in the modelling of soft rock joints in direct shear. Geotechnical & Geological Engineering. Vol. 17 (3-4 ) 177-195. Kluwer Academic Publishers (53)

  7. John Pak, CH, Danny Chung, KC, Hammus Chui, WM, Romeo Yiu, FH, Seidel, JP.  (2013). Innovative method for remote measurement of pile set and temporary compression of driven H-piles in Hong Kong. HKIE Transactions. Vol. 20 No. 1 pp. 71-78. Taylor & Francis

  8. Gu, XF, Seidel, JP, Haberfield, CM.  (2003). Direct shear test of sandstone-concrete joints. International Journal of Geomechanics. Vol. 3 No. 1 pp. 21-33. American Society of Civil Engineers (54)

  9. Seidel, JP, Haberfield, CM.  (1995). The axial capacity of pile sockets in rocks and hard soils. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts. Vol. 5, No. 32 pp. 235A. (47)

  10. Schmidt, H‐H, Seidel, JP, Haberfield, CM.  (1999). Tragfähigkeit von Bohrpfählen in festen Böden und Fels. Bautechnik. Vol. 76 No. 9 pp. 795-800. WILEY‐VCH Verlag Berlin (8)

  11. Seidel, JP, Haberfield, CM.  (1995). The axial capacity of pile sockets in rocks and hard soils. Ground Engineering. Vol. 28 (2) : 33-38

  12. Seidel, JP, Cho, CW, Haberfield CM.  (2002). Prediction of the Axial Capacity of Pile Sockets. Geotechnical Engineering. Vol. 18 No. 8 Korean Geotechical Society

  13. Seidel, JP; Cho, CW.  (2002). Prediction of the shaft resistance of pile sockets. Journal of the Korean Geotechnical Society. Vol. 18 No. 5 pp. 281-293. Korean Geotechical Society

  14. Suits, LD, Sheahan TC, Seidel JP and Haberfield, CM. (2002)  Laboratory Testing of Concrete-rock Joints in Constant Normal Stiffness Direct Shear.  Geotechnical Testing Journal 25(4) 391-404.

  15. Schmidt, H-H, Seidel, JP, Haberfield, CM.  (1999). Fachthemen-Tragfahigkeit von Bohrpfahlen in fasten Boden und Fels. Bautechnik. Vol. 76 No. 9 pp. 795-800. Berlin: Ernst & Sohn, 1984

  16. Seidel, JP, Haberfield, CM.  (1994). Prediction of the variation of bored pile resistance with soil and rock strength. Aust Geomech J. Vol. 26 No.  pp. 57-64.

    PhD Thesis and software developed during the PhD program

  17. Seidel, Julian P;  (1993). The analysis and design of pile shafts in weak rock. Monash University (45)

  18. Seidel, JP. (2000) ROCKET97 Help Manual.


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