Interface load transfer degradation during cyclic loading: A microscale investigation

Soils and Foundations

Volumn 43, Issue 4, 2003, Pages 81-93

  DeJong, Jason T ^a   Randolph, Mark F ^b,c   White, David J ^d  

^a University of Massachusetts   (United States)

^b Civil Engineering   (Australia)

^c UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^d UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

CNS; Constant normal stiffness; Cyclic degradation; Cyclic shear; Interface shear; Load transfer; Particle image velocimetry; Particle tracking; Planar deformations (IGC: E12)

Indexed keywords

DEGRADATION; ELASTIC MODULI; IMAGE ANALYSIS; MECHANICAL TESTING; SAND; SHEAR STRESS; SOIL TESTING; STIFFNESS; STRESS RELAXATION;

CONSTANT NORMAL STIFFNESS (CNS); CYCLIC DEEGRDATION; INTERFACE SHEAR; LOAD TRANSFER; PARTICLE IMAGE VELOCIMETRY; PARTICLE TRACKING; PLANAR DEFORMATION (IGC: E12);

DYNAMIC LOADS;

EID: 4444341487     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.4_81     Document Type: Article

References (37)

1. Adrian (1991): Particle imagines techniques for experimental fluid mechanics, Annual Review of Fluid Mechanics, 23, 261-304.
2. Airey, D. W., Al-Douri, R. H. and Poulos, H. G. (1992): Estimation of pile friction degradation from shearbox tests, ASTM Geotech. Testing J., 15(4), 388-392.
3. Allersma, H. G. B., Stuit, H. G. and Holscher, P. (1994): Using image processing in civil engineering, Proc. 12th ICSMFE, 1341-1344.
4. Andrawes, K. Z. and Butterfield, R. (1973): The measurement of planar displacement of sand grains, Géotechnique, 23(4), 571-576.
5. Boulon, M., Desrues, J., Foray, P. and Forgue, M. (1980): Numerical model for foundation under cyclic loading: application to piles, Proc. Int. Symp. on Soils under Cyclic and Transient Loading, 681-694.
6. Boulon, M. and Foray, P. (1986): Physical and numerical simulation of lateral shaft friction along offshore piles in sand, Proc. 3rd Int. Conf. on Numerical Methods in Offshore Piling, Nantes, France, 127-147.
7. Chan, S. F. and Hanna, T. H. (1980): Repeated loading on single piles in sand, ASCE Geotech. Engrg. J., 106(2), 171-188.
8. Chow, F. C. (1997): Investigations into the behavior of displacement piles for offshore foundations, PhD dissertation, University of London (Imperial College).
9. DeJong, J. T. and Frost, J. D. (2002): Physical evidence of shear banding at granular-continuum interfaces, Proc. EM2002 Conf., 8.
10. Dietz, M. (2001): An holistic understanding of the direct shear device, PhD Dissertation, University of Bristol.
11. Fioravante, V., Ghionna, V. N., Jamiolkowksi, M. and Sarri, H. (1999): Shaft friction modelling of non-displacement piles in sand, Analysis, Design, Construction, and Testing of Deep Foundations, ASCE GSP #88 (Not included in Proceedings), 24.
12. Frost, J. D., DeJong, J. T. and Recalde, M. (2002): Shear failure behavior of granular-continuum interfaces, Engrg. Fracture Mechanics, 69, 2029-2048.
13. Jardine, R. J. and Chow, F. C. (1996): New design methods for offshore piles. MTD publication 96/103, Marine Technology Directorate, London.
14. Jewell, R. J. and Randolph, M. F. (1989): Cyclic rod shear tests in calcareous sediments, Engrg. for Calcareous Sediments, 2, 837-857.
15. Johnston, I. W., Lam, T. S. K. and Williams, A. F. (1987): Conslant normal stiffness direct shear testing for socketed pile design in weak rock, Géotechnique, 37, 83-89.
16. Kelly, R. (2001): Development of a large diameter ring shear apparatus and its use for interface testing, PhD Dissertation, University of Sydney, Australia, 242.
17. Kraft, L. M. (1990): Computing axial pile capacity in sands for offshore conditions, Marine Geotechnology, 9, 61-92.
18. Obert, L., Brady, B. T. and Schmechel, F. W. (1976): The effects of normal stiffness on the shear resistance of rock, Rock Mechanics, 8, 57-72.
19. Ong, S. E., Joer, H. A. and Randolph, M. F. (1999): Frictional behavior of calcareous soils, Engrg. for Calcareous Sediments, 1, 219-228.
20. Paikowsky, S. G. and Xi, F. (2000): Particle motion tracking utilizing a high-resolution digital CCD camera, ASTM Geotech. Testing J., 23(1), 123-134.
21. Phillips, R. (1991): Film measurement machine user manual, Cambridge University Technical Report, CUED/D-Soils/TR 246.
22. Poulos, H. G. (1983): Cyclic axial pile response-alternative analysis, ASCE Special Conf. on Geotech. Practice in Offshore Engrg., 403-421.
23. Poulos, H. G. (1989): Cyclic axial loading analysis of piles in sand, ASCE Geotech. Engrg. J., 115(6), 836-851.
24. Poulos, H. G. (1990): Program SCARP-static and cyclic axial response of piles, School of Civil Engrg., University of Sydney, Australia.
25. Randolph, M. F. and Jewell, R. J. (1989): Load transfer model for piles in calcareous soil, Proc. 12th ICSMFE, 1, 479-484.
26. Randolph, M. F. (1994): RATZ-Load transfer analysis of axially loaded piles, Department of Civil Engrg., University of Western Australia, Australia.
27. Roscoe, K. H., Arthur, J. R. F. and James, R. G. (1963): The determination of strains in soils by an X-ray method, Civil Engrg. and Public Works Review, 58:873-876, 1009-1012.
28. Shahrour, I. and Rezaie, F. (1999): Experimental study of the behaviour of calcareous sand: structure interface, Proc. Engrg. of Calcareous Sediments, 69-77.
29. Tabucannon, J. T., Airey, D. W. and Poulos, H. G. (1995): Pile skin friction in sands from constant normal stiffness tests, ASTM Geotech. Testing J., 18(3), 350-364.
30. Tabucannon, J. T. (1997): Shaft resistance of piles in sand, PhD Dissertation, University of Sydney, Australia, 368.
31. Taylor, R. N., Grant, R. J., Robson, S. and Kuwano, J. (1998): An image analysis system for determining plane and 3-D displacements in soil models, Proc. of Centrifuge '98, 73-78.
32. Turner, J. P. and Kulhawy, F. H. (1990): Drained uplift capacity of drilled shafts under repeated axial loading, ASCE Geotech. Engrg. J., 116(3), 470-491.
33. Uesugi, M. and Kishida, H. (1986): Influential factors of friction between steel and dry sands, Soils and Foundations, 26(2), 29-42.
34. Vesic, A. S. (1972): Expansion of cavities in infinite soil mass, ASCE J. of Soil Mechanics and Foundation Engrg., 98(SM3), 265-290.
35. White, D. J., Take, W. A. and Bolton, M. D. (2001a): Measuring soil deformation in geotechnical models using digital images and PIV analysis, Proc. 10th Int. Conf. Computer Methods and Advances in Geomechanics, 997-1002.
36. White, D. J., Take, W. A., Bolton, M. D. and Munachen, S. E. (2001b): A deformation measuring system for geotechnical testing based on digital imaging, close-range photogrammetry, and PIV image analysis, Proc. of the 15th Int. Conf. on Soil Mechanics and Geotech. Engrg., Istanbul, Turkey, 539-542.
37. White, D. J. (2002): An investigation into the behaviour of pressedin piles, PhD Dissertation, Cambridge University, 384.