Analysis of shaft resistance of jacked piles in sands
Source abstract
Abstract
Abstract In recent years, pile jacking has become a viable alternative installation method for displacement piles. Pile jacking produces minimal noise, vibration and air pollution during installation. In addition, it is possible, at the end of jacking, to have a good estimate of the ultimate static capacity of the pile. In this paper, the shaft resistance of piles jacked into sand is studied using one‐dimensional finite element analysis. The finite element simulations, using a two‐surface plasticity model, demonstrate the effects of relative density and confinement on the unit shaft resistance of piles jacked in sand. The impact of the number of jacking strokes on the unit shaft capacity is also assessed. Based on the numerical results, we developed equations for shaft resistance quantifying the effects of relative density, initial confinement and number of jacking strokes. Predictions using these equations are compared with data obtained from centrifuge tests and field tests. Copyright © 2010 John Wiley & Sons, Ltd.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Geotechnical Engineering and Soil Mechanics · Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Soil Stabilization
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (58)
Show source-provided references
1. Strengthening of foundations on collapsible soils by means of jacked piles10.1007/BF01715511 ↗
2. Observed performance of long steel H‐piles jacked into sandy soils10.1061/(ASCE)1090-0241(2006)132:1(24) ↗
3. WhiteDJ FinlayT BoltonM BearssG.Press‐in piling: ground vibration and noise during pile installation. Proceedings of the International Deep Foundation Congress Orlando 2002;363–371. ASCE Special Publication No. 116.10.1061/40601(256)26 ↗
4. 10.1680/geot.2003.53.10.84710.1680/geot.2003.53.10.847 ↗
5. 10.3208/sandf.42.2_2310.3208/sandf.42.2_23 ↗
6. ColombiA.Physical modelling of an isolated pile in coarse grained soil. Ph.D. Thesis University of Ferrara 2005.
7. 10.3208/sandf1972.26.2_3310.3208/sandf1972.26.2_33 ↗
8. Friction between dry sand and concrete under monotonic and repeated loading10.3208/sandf1972.30.115 ↗
9. Interface behavior of sands from constant normal stiffness direct shear tests10.1520/GTJ11308J ↗
10. The peak strength of sand–steel interfaces and the role of dilation10.3208/sandf.45.1 ↗
11. The shaft resistance of axially loaded piles in clay10.1680/geot.1982.32.4.369 ↗
12. 10.1016/j.compgeo.2008.02.00910.1016/j.compgeo.2008.02.009 ↗
13. Salgado R · 2008
14. Mechanisms of shaft friction in sand from instrumented pile tests10.1061/(ASCE)0733-9410(1993)119:1(19) ↗
15. JardineR ChowFC.Research into the behaviour of displacement piles for offshore foundations. Health and Safety Executive OTO 98 833 1998.
16. Interfacial friction between sands and solid surfaces10.1680/igeng.1998.30112 ↗
17. White DJ · 2002 · 347
18. White DJ · 2005 · 697
19. LehaneBM.Experimental investigations of pile behaviour using instrumented field piles. Ph.D. Thesis University of London Imperial College 1992.
20. ChowFC.Investigations into the behaviour of displacement piles for offshore foundations. Ph.D. Thesis University of London Imperial College 1997.
21. Leung CF · 1998 · 491
22. 10.1680/geot.2004.54.10.64510.1680/geot.2004.54.10.645 ↗
23. DeJongJT.Investigation of particulate–continuum interface mechanisms and their assessment through a multi‐friction sleeve penetrometer attachment. Ph.D. Thesis Georgia Institute of Technology U.S.A 2001.
24. Fugro. Euripides Database Report vols. 1–5 Fugro Engineers BV The Netherlands and Geodia SA 1996.
25. NordlundRL.Point bearing and shaft friction of piles insand. Proceedings of the Fifth Annual Fundamentals of Deep Foundation Design University of Missouri‐Rolla Missouri 1979.
26. Fleming WGK · 1992
27. Axial capacity of offshore piles in dense North Sea sand10.1061/(ASCE)1090-0241(1998)124:2(171) ↗
28. LehaneBM SchneiderJA XuX.The UWA‐05 method for prediction of axial capacity of driven piles in sand. Proceedings of International Symposium on Frontiers in Offshore Geotechnics Perth Australia 2005;683–689.10.1201/NOE0415390637.ch76 ↗
29. 10.1680/geot.1994.44.3.42710.1680/geot.1994.44.3.427 ↗
30. 10.1061/(ASCE)1090-0241(1997)123:4(344)10.1061/(ASCE)1090-0241(1997)123:4(344) ↗
31. 10.1061/(ASCE)1532-3641(2007)7:4(251)10.1061/(ASCE)1532-3641(2007)7:4(251) ↗
32. 10.1680/geot.2004.54.6.37510.1680/geot.2004.54.6.375 ↗
33. 10.1680/geot.1979.29.4.36110.1680/geot.1979.29.4.361 ↗
34. Shaft resistance of piles in clay10.1061/(ASCE)0733-9410(1990)116:2(205) ↗
35. 10.1061/(ASCE)0733-9410(1984)110:11(1666)10.1061/(ASCE)0733-9410(1984)110:11(1666) ↗
36. DarragAA LovellCW.A simplified procedure for predicting residual stresses for piles. Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering vol. 2 Rio de Janeiro Brazil 1989;1127–1130.
37. Analysis of deformation of vertically loaded piles10.1061/AJGEB6.0000729 ↗
38. Salgado R · 2006 · 52110.1007/978-3-540-35724-7_30 ↗
39. 10.1680/geot.2008.58.4.28310.1680/geot.2008.58.4.283 ↗
40. 10.3208/sandf1972.28.10710.3208/sandf1972.28.107 ↗
41. 10.1680/geot.2004.54.8.53910.1680/geot.2004.54.8.539 ↗
42. 10.1680/geot.1997.47.2.25510.1680/geot.1997.47.2.255 ↗
43. 10.1680/geot.2000.50.4.44910.1680/geot.2000.50.4.449 ↗
44. 10.1016/S0267-7261(02)00009-X10.1016/S0267-7261(02)00009-X ↗
45. 10.1061/(ASCE)0733-9399(2004)130:11(1319)10.1061/(ASCE)0733-9399(2004)130:11(1319) ↗
46. Abbo AJ · 2000
47. LoukidisD.Advanced constitutive modeling of sands and applications to foundation engineering. Ph.D. Dissertation Purdue University U.S.A 2006.
48. 10.1680/geot.1991.41.2.17310.1680/geot.1991.41.2.173 ↗
49. 10.1002/nag.161016010310.1002/nag.1610160103 ↗
50. 10.1061/(ASCE)1532-3641(2001)1:2(175)10.1061/(ASCE)1532-3641(2001)1:2(175) ↗
51. 10.1002/(SICI)1096-9853(199805)22:5<327::AID-NAG920>3.0.CO;2-X10.1002/(SICI)1096-9853(199805)22:5<327::AID-NAG920>3.0.CO;2-X ↗
52. Pile skin friction in sands from constant normal stiffness tests10.1520/GTJ11004J ↗
53. 10.1061/(ASCE)1090-0241(1997)123:12(1096)10.1061/(ASCE)1090-0241(1997)123:12(1096) ↗
54. 10.3208/sandf1960.12.1710.3208/sandf1960.12.17 ↗
55. 10.3208/sandf1972.26.6510.3208/sandf1972.26.65 ↗
56. 10.3208/sandf1972.30.3510.3208/sandf1972.30.35 ↗
57. 10.3208/sandf.38.3_17910.3208/sandf.38.3_179 ↗
58. Effect of friction fatigue on pile capacity in dense sand10.1061/(ASCE)1090-0241(2007)133:1(63) ↗