Professor David John White

Journal papers

50. Boukpeti N., White D.J., Randolph M.F. 2011. Analytical modelling of the steady flow of a submarine slide and consequent loading on a pipeline Géotechnique, doi:10.1680/geot.10.P.001, Posted ahead of print 11 November 2011

49. Boukpeti N., White, D.J., Randolph, M.F., & Low, H.E. 2011. The strength of fine-grained soils at the solid-fluid transition Géotechnique, doi:10.1680/geot.9.P.069, Posted ahead of print 22 November 2011

48. White D.J. & Dingle H.R.C. 2011. The mechanism of steady ‘friction’ between seabed pipelines and clay soils. Géotechnique. doi:10.1680/geot.8.T.036. Posted ahead of print 28 July 2011

47. Bienen B., Jan Dührkop J., Grabe J., Randolph M.F. & White D.J. 2011. The response of piles with wings to monotonic and cyclic lateral loading in sand. ASCE Journal of Geotechnical and Geoenvironmental Engineering. Accepted for publication, June 2011. doi:10.1061/(ASCE)GT.1943-5606.0000592. Posted ahead of print 25 June 2011

46. Zhang C., White, D.J., & Randolph, M.F. 2011. Centrifuge modelling of the cyclic lateral response of a rigid pile in soft clay. ASCE Journal of Geotechnical and Geoenvironmental Engineering, doi:10.1061/(ASCE)GT.1943-5606.0000482. Posted ahead of print 8 November 2010

45. Yan Y. White D.J. & Randolph M.F. 2011. Penetration resistance and stiffness factors in uniform clay for hemispherical and toroidal penetrometers International Journal of Geomechanics, 11:263-275

44. Randolph M.F., Gaudin C., Gourvenec S..M., White D.J., Boylan N. & Cassidy M.J. 2011. Recent advances in offshore geotechnics for deepwater oil and gas developments. (Invited review paper for special issue) Ocean Engineering 38(7): 818-834

43. Krost K., Gourvenec S.M. & White D.J. 2011. Consolidation around partially-embedded submarine pipelines. Géotechnique, 61(2): 167-173.

42. Cheuk, C.Y. & White D.J. 2011. Modelling the dynamic embedment of seabed pipelines. Géotechnique. 61(1): 39-57

41. Wang D., White D.J. & Randolph M.F. 2010. Large deformation finite element analysis of pipe penetration and large-amplitude lateral displacement. Canadian Geotechnical Journal. 47:842-856

40. White D.J. & Hodder M. 2010. A simple model for the effect on soil strength of remoulding and reconsolidation. Canadian Geotechnical Journal. 47:821-826

39. Westgate, Z.J., Randolph, M.F., White, D.J. & Li, S. 2010. The influence of seastate on as-laid pipeline embedment: a case study Applied Ocean Research, 32:321-331

38. Randolph M.F., Seo D. & White D.J. 2010. Parametric solutions for slide impact on pipelines ASCE Journal of Geotechnical and Geoenvironmental Engineering. 136(7):940-949

37. Hodder M. White D.J. & Cassidy M.J. 2010. An analysis of soil strength degradation during episodes of cyclic loading, illustrated by the T-bar penetration test. ASCE International Journal of Geomechanics. 10(3):117-123

36. Richards D.J., White D.J. & Lehane B.M. 2010. Centrifuge modelling of the horizontal push-over failure of an electricity transmission tower. Canadian Geotechnical Journal. 47(4):413-424

35. White D.J., Teh K.L., Leung C.F. & Chow Y.K. 2010. Reply to Discussion by T. Orr on "A comparison of the bearing capacity of flat and conical circular foundations on sand” (original paper Géotechnique, 58(10):771-779) Géotechnique 60(2):147-149

34. White D.J., Gaudin C., Boylan N & Zhou H. 2010. Interpretation of T-bar penetrometer tests at shallow embedment and in very soft soils. Canadian Geotechnical Journal, 47(2):218-229

33. Gaudin, C., White, D.J., Boylan, N.P., Breen, J., Brown, T., De Catania, S., Hortin, P. 2009. A wireless high speed data acquisition system for geotechnical centrifuge testing. Measurement Science and Technology. 20 paper 095709, 11pp

32. Merifield R., White D.J. & Randolph M.F. 2009. The effect of surface heave on the response of partially-embedded pipelines on clay. ASCE J. Geotechnical & Geoenvironmental Engineering, 135(6):819-829

31. White D.J., Teh K.L., Leung C.F. & Chow Y.K. 2008. A comparison of the bearing capacity of flat and conical circular foundations on sand. Géotechnique, 58(10):771-779

30. White D.J., Cheuk C.Y. & Bolton M.D. 2008. The uplift resistance of pipes and plate anchors buried in sand. Géotechnique, 58(10):761-770

29. Merifield R., White D.J. & Randolph M.F. 2008. Analysis of the undrained breakout resistance of partially embedded pipelines. Géotechnique, 58(6)461-470

28. White D.J. 2008. Contributions to Géotechnique 1948-2008: Physical Modelling. Géotechnique, 58(5)413-421. [Invited review paper for special 60^th birthday edition]

27. Cheuk C.Y., White D.J. & Bolton M.D. 2008. Reply to Discussion by W.O. McCarron on “Large scale modelling of soil-pipe interaction during large amplitude movements of partially-embedded pipelines”. Canadian Geotechnical Journal, 45(5):744-749. (Original paper 44(8):977-996)

26. Dingle H.R.C., White D.J., & Gaudin C. 2008. Mechanisms of pipe embedment and lateral breakout on soft clay Canadian Geotechnical Journal, 45(5):636-652

25. Randolph M.F. & White D.J. 2008. Upper bound yield envelopes for pipelines at shallow embedment in clay Géotechnique, 58(4):297-301

24. Cheuk C.Y., White D.J. & Dingle H.R.C. 2008. Upper bound plasticity analysis of a partially-embedded pipe under combined vertical and horizontal loading. Soils & Foundations 48(1):137-148

23. Cheuk C.Y., White D.J. & Bolton M.D. 2008. Uplift mechanisms of pipes buried in sand. ASCE J. Geotechnical & Geoenvironmental Engineering 134(2):154-163

22. White D.J. & Cheuk C.Y. 2008. Modelling the soil resistance on seabed pipelines during large cycles of lateral movement. Marine Structures 21(1):59-79

21. Osman A.S., White D.J., Britto A. & Bolton M.D. 2007. Simple prediction of the undrained displacement of a circular surface foundation on non-linear soil. Géotechnique 57(9):729-737

20. White D.J. & Randolph M.F. 2007. Seabed characterisation and models for pipeline-soil interaction. Int. Journal of Offshore & Polar Engng. 17(3):193-204

19. Cheuk C.Y., White D.J. & Bolton M.D. 2007. Large scale modelling of soil-pipe interaction during large amplitude movements of partially-embedded pipelines. Canadian Geotechnical Journal 44(8):977-996 [Awarded the RM Quigley Honourable Mention (Runner-up) for Best Paper Award, 2007]

18. Bruton D.A.S., White D.J., Cheuk C.Y., Bolton M.D. & Carr M.C. 2006.  Pipe-soil interaction behaviour during lateral buckling. SPE Journal of Projects, Facilities and Construction. 1(3):1-9

17. Yetginer A.G., White D.J. & Bolton M.D. 2006. Field measurements of the stiffness of jacked piles and pile groups. Géotechnique 56(5): 349-354

16. Silva M.F., White D.J. & Bolton M.D. 2006. An analytical study of the effect of penetration rate on PCPTs in clay. Int. J. Num. Anal. Meth. Geomechanics 30:501-527

15. DeJong J.T, White D.J. & Randolph M.F. 2006. Microscale observation and modelling of soil-structure interface behaviour using PIV. Soils & Foundations 46(1):15-28

14. White D.J. & Take W.A. 2005. Discussion on: Application of particle image velocimetry (PIV) in centrifuge testing of uniform clay. by Zhang Y.D., Tan T.S. & Leung C.F., Int. J. Phys. Modelling in Geotechnics 5(4):27-32 .

13. White D.J., Randolph M.F. & Thompson B. 2005. An image-based deformation measurement system for the geotechnical centrifuge. Int. J. Physical Modelling in Geotechnics 5(3):1-12

12. Lehane B.M. & White D.J. 2005. Lateral stress changes and shaft friction on model displacement piles in sand. Canadian Geotechnical Journal 42(4):1039-1052

11. Hossain M.S., Hu Y., Randolph M.F. & White D.J. 2005. Limiting cavity depth for spudcan foundations penetrating clay. Géotechnique 55(9):679-690 [Awarded the British Geotechnical Association (BGA) Prize 2005]

10. Palmer A.C., White D.J., Baumgard A.J., Bolton M.D., Powell T.  2005. Reply to Discussion by Stone K., Newson TA & Bransby M.F. on “Scale effects in the uplift resistance of buried submarine pipelines”. (original paper: Géotechnique 53(10):877-883), Géotechnique 55(4):338-340

9. White D.J., Take W.A. & Bolton M.D. 2005. Discussion on: Accuracy of Digital Image Correlation for measuring deformations in transparent media. Sadek S., Iskander M.G., & Liu J., ASCE J. Computing in Civil Engineering. 19(2):217-219

8. White D.J. & Bolton M.D. 2005. Comparing CPT and pile base resistance in sand. Proc. Institution of Civil Engineers, Geotechnical Engineering 158(GE1):3-14 [Awarded the ICE Telford Premium 2005]

7. White D.J. & Lehane B.M. 2004. Friction fatigue on displacement piles in sand. Géotechnique 54(10):645-658 [Awarded the ICE Geotechnical Research Award 2004 (Bishop Medal)]

6. White D.J. & Bolton M.D. 2004. Displacement and strain paths during pile installation in sand. Géotechnique 54(6):375-398 [Awarded the British Geotechnical Association (BGA) Prize 2004]

5. Palmer A.C., White D.J., Baumgard A.J., Bolton M.D., Powell T.  2003. Scale effects in the uplift resistance of buried submarine pipelines. Géotechnique 53(10):877-883

4. White D.J., Take W.A. & Bolton M.D. 2003. Soil deformation measurement using Particle Image Velocimetry (PIV) and photogrammetry. Géotechnique 53(7):619-631

3. DeJong J.T., Randolph M.F. & White D.J. 2003. Interface load transfer degradation during cyclic loading: a microscopic investigation. Soils & Foundations 43(4):81-93

2. White D.J. 2003. PSD measurement using the single particle optical sizing (SPOS) method. Géotechnique 53(3):317-326

1. White D.J., Barefoot A.J., Bolton M.D. 2001. Centrifuge modelling of upheaval buckling in sand. International Journal of Physical Modelling in Geotechnics. 2(1):19-28