"

6.29 References

  1. American Petroleum Institute (1984). API Recommended practice for planning, designing and constructing fixed offshore platforms. Report API RP-2A.
  2. American Petroleum Institute (1986). API Recommended practice for planning, designing and constructing fixed offshore platforms. Report API RP-2A.
  3. American Petroleum Institute (2000). API Recommended practice for planning, designing and constructing fixed offshore platforms. Report API RP-2A.
  4. Australian Standard AS2159. Piling-Design and installation.
  5. Australian Standard AS3600. Concrete structures
  6. Australian/New Zealand Standard AS1170.0. Structural design actions. Part 0: General principles.
  7. Australian/New Zealand Standard AS1170.1. Structural design actions. Part 1: Permanent, imposed and other actions.
  8. Australian Standard AS5100.2. Bridge design-Design loads.
  9. Baldi G, Belloti R, Ghionna V, Jamiolkowski M and Lo Presti DFC (1989) Modulus of sands from CPT’s and DMT’s. Proc. 12th Int Conf on Soil Mechanics and Foundations Engineering, Rio de Janeiro, 165-170.
  10. Bogard D and Matlock HM (1983). Procedures for analysis of laterally loaded pile groups in clay. In: Proceedings, Geotechnical Practice in Offshore Engineering, American Society of Civil Engineers, pp 499-535.
  11. Bowles JE (1997). Foundation analysis and design. 5th edition. McGraw-Hill.
  12. Briaud JL and Miran J (1992). The cone penetrometer test. Rep. No. FHWA-SA-91-043, Federal Highway Administration, Washington DC.
  13. Broms BB (1964a). Lateral resistance of piles in cohesive soils. Journal of the Soil Mechanics and Foundations Division, ASCE 90(SM2), pp 27-63.
  14. Broms BB (1964b). Lateral resistance of piles in cohesionless soils. Journal of the Soil Mechanics and Foundations Division, ASCE 90(SM3), pp 123-156.
  15. Broms BB (1965). Design of laterally loaded piles. Journal of the Soil Mechanics and Foundations Division, ASCE 91(SM3), pp 77-99.
  16. Brown DA, Reese LC, and O’Neill MW (1987). Cyclic lateral loading of a large-scale pile group. Journal of Geotechnical Engineering Division, ASCE, Vol. 113, No. 11, pp 1326-1343.
  17. Budhu M (2011). Soil mechanics and foundations. 3rd edition. John Wiley & Sons, Inc.
  18. Bustamante M and Gianeselli L (1982). Pile capacity prediction by means of static penetrometer CPT. In: Proceedings, Second European Symposium on Penetration testing, Amsterdam, May, pp 493-500.
  19. Coduto DP (1994) Foundation design: Principles and practice. Prentice-Hall USA.
  20. Das BM (2007). Principles of foundation engineering. 6th edition. Thomson.
  21. Davisson MT (1972). High capacity piles. In: Proceedings, Lecture Series Innovations in Foundation Construction, ASCE, Illinois section, Chicago.
  22. Elphick A (2014) Latpile: a finite element code for the analysis of concrete piles subjected to lateral loads. The University of Newcastle, Australia
  23. Federal Highway Administration FHWA (2006). Soils and Foundations. Reference Manual. Vols I & II, Publication No. FHWA NHI-06-088 and FHWA NHI-06-089, US Department of Transportation, December 2006.
  24. Fellenius BH (1984). Negative skin friction and settlement of piles. Second International Seminar, Pile Foundations, Nayang Technological Institute, Singapore, November.
  25. Fleming WGK, Weltman AJ, Randolph MF and Elson WK (1985). Piling Engineering. Halsted Press.
  26. Goodman RE (1980). Introduction to rock mechanics. John Wiley & Sons, Inc.
  27. Jaky J (1944). The coefficient of earth pressure at rest. J. Soc. Hungarian Architects Eng. Vol. 7, pp 355-358.
  28. Janbu N (ed.) (1976). Static bearing capacity of friction piles. Proceedings, the 6th European Conference on Soil Mechanics and Foundation Engineering, Vol. 1.2, pp 479-488.
  29. Jardine R, Chow F, Overy R and Standing J (2005) ICP design methods for driven piles in sands and clays. Thomas Telford
  30. Kolk JH, Baaijens AE and Senders M (2005) Design criteria for pipe piles in silica sands. Proc. Int. Symp. on Frontiers in Offshore Geomechanics ISFOG, Taylor and Francis, 711-716
  31. Lawton EC, Fragaszy RJ, Higgins JD, Kilian AP and Peters AJ (1986) Review of methods for estimating pile capacity. Transportation Research Record 1105, Transportation Research Board USA
  32. Lehane BM, Schneider JA and Xu X (2005a) A review of design methods for offshore drive pile in siliceous sand. GEO 05358 The University of Western Australia
  33. Lehane BM, Schneider JA and Xu X (2005b) The UWA-05 method for prediction of axial capacity of driven piles in sand. Proc of the International Symposium on Frontiers in Offshore Geotechnics, Peth, Australia IS-FOG 2005.
  34. Matlock H (1970). Correlations for design of laterally loaded piles in soft clay. In: Proceedings, Offshore Technology Conference, Houston, Texas, paper No. 1204, pp 577-594
  35. Michigan State Highway Commission (1965) A Performance investigation of pile driving hammers and piles. Final Report. Research Project 61 F-60, Lansing.
  36. Monzon JC (2006) Review of CPT based design method for estimation axial capacity of driven piles in siliceous sand. Massachusetts Institute of Technology
  37. O’Neill MW and Reese LC (1999). Drilled shafts: Construction procedures and design methods. FHWA-IF-99-025, Federal Highway Administration, Washington DC.
  38. Peck RB, Hanson WE and Thornburn TH (1974) Foundation Engineering. 2nd edition. John Wiley & Sons, Inc.
  39. Pells PJ, Rowe RK and Turner RM (1980) An experimental investigation into sideshear for socketed piles in sandstone. Proc, International Conference on Structural Foundations on Rock, Sydney, Vol I, pp 291-302.
  40. Poulos HG (1968) Analysis of the settlement of pile groups. Géotechnique, 18, 449-471
  41. Poulos HG (1989) Pile behaviour – theory and application. Géotechnique, 39(3), 365-415
  42. Poulos HG and Davis EH (1991) Elastic solutions for soil and rock mechanics. Centre for Geotechnical Research, University of Sydney
  43. Poulos HG and Mattes NS (1971) Displacements in a soil mass due to pile groups. Aust Geomech J G1 (1), 18-28
  44. Randolph MF and Housbly GT The limiting pressure on a circular pile loaded laterally in cohesive soil. Géotechnique, Vol 34(4), pp 613-623.
  45. Reese LC, Cox WR and Koch FD (1975). Field testing and analysis of laterally loaded piles in stiff clay. In: Proceedings, VII Annual Offshore Technology Conference, Houston, Texas, paper No. 2312, pp 672-690.
  46. Reese LC, Isenhower WM and Wang ST (2006). Analysis and design of shallow and deep foundations. John Wiley & Sons, Inc.
  47. Reese LC and van Impe WF (2001). Single piles and pile groups under lateral loading. Taylor & Francis Group.
  48. Reissner H (1924). Zum Erddruckproblem. In: Proceedings, First International Congress of Applied Mechanics, Delft, pp 295-311.
  49. Robertson PK and Kabal K (2022). Guide to Cone Penetration Testing. 7th Edition. Gregg Drilling & Testing Inc.
  50. Rowe RK and Armitage HH (1987a) A design method for drilled piers in soft rock. Can Geotech J 24, 114-125.
  51. Rowe RK and Armitage HH (1987b) Theoretical solutions for axial deformation of drilled shafts in rock. Can Geotech J 24, 114-125.
  52. Rowe RK and Armitage HH (1984) The design of piles socketed into weak rock. Faculty of Engineering Science, The University of Western Ontario, London Ont, Research Report GEOT-11-84.
  53. Schmertmann JH (1978). Guidelines for Cone Penetration test: Performance and Design. FHWA-TS-78-209, US Department of Transportation.
  54. Schneider JA, Xu X and Lehane B (2008) Database assessment of CPT-based design methods for axial capacity of driven piles in siliceous sands. J Geotech Geoenv Engng 134(9)
  55. Tomlinson MJ (1987). Pile design and construction practice. 3rd edition. Viewpoint Publications.
  56. Vesic AS (1963) Bearing capacity of deep foundations in sand. Highway Research Record, p. 39
  57. Zheng C, Chen M and Kouretzis G (2024) Closed-form solution for axially loaded end-bearing piles in two-layered soil. International Journal for Numerical and Analytical Methods in Geomechanics, 48(3), 837-852
  58. Zheng C, Kouretzis G, Ding X (2023) Analytical solution for axial load transfer of floating piles. Computers and Geotechnics, 164, 105832.
  59. Zheng C, Kouretzis G and Ding X (2024) Analysis of laterally loaded floating piles using a refined Tajimi model. International Journal for Numerical and Analytical Methods in Geomechanics, 48(11), 2727-2744

License

Icon for the Creative Commons Attribution 4.0 International License

Fundamentals of foundation engineering and their applications Copyright © 2025 by University of Newcastle & G. Kouretzis is licensed under a Creative Commons Attribution 4.0 International License, except where otherwise noted.

Share This Book