One-way axial cyclic tension loading of driven piles in clay

BGA International Conference on Foundations, Innovations, Observations, Design and Practice

Volumn , Issue , 2003, Pages 493-505

  Lehane, B M ^a   Jardine, R J ^b   McCabe, B A ^c  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

^c NATIONAL UNIVERSITY OF IRELAND   (Ireland)

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC DISPLACEMENTS; OVERCONSOLIDATION RATIO (OCR); STRAIN ACCUMULATION; STRESS DISPLACEMENT;

ACCIDENT PREVENTION; CLAY; COMPRESSIBILITY OF SOLIDS; CYCLIC LOADS; FAILURE (MECHANICAL); FRICTION; MATHEMATICAL MODELS; SHEAR STRESS; SOIL MECHANICS; STRAIN; SURFACE TENSION; TENSILE TESTING;

PILES;

EID: 3042805587     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (17)

1. Andersen K.H. (1983). Strength and deformation properties of clay subjected to cyclic loading. Norwegian Geotechnical Institute, Report No. 52412-8.
2. Andersen K.H. (1991). Foundation design of offshore gravity structures. Cyclic loading of Soils, Ed. M.P. O'Reilly & S.F. Brown, 122-173, Blackie.
3. Crooks J.H.A. and Graham J. (1976). Geotechnical properties of the Belfast estuarine deposits. Geotechnique 26(2), 293-315.
4. Jardine R.J. (1991). The cyclic behaviour of large piles with special reference to offshore structures. Cyclic loading of Soils, Ed. M.P. O'Reilly & S.F. Brown, 174-248, Blackie.
5. Karlsrud K. and Haugen H. (1985). Behaviour of piles in clay under cyclic axial loading -results of field model tests. Proc. Conf. Behaviour Offshore structures, Delft, Elsevier, Amsterdam, 589-600.
6. th Int. Conf. Soil Mech. Fd. Eng, Tokyo, 2, 421-494.
7. Lehane B.M. Vertically loaded shallow foundation on soft clayey silt. Geotechnical Engineering, ICE, 2003, 156, 17-26.
8. Lehane B.M., Jardine R.J. and McCabe B.A. (2003) Experimental investigation of pile groups subjected to cyclic tension loading. UK Health and Safety Executive research report, (in press).
9. Lupini J.F., Skinner A.E. and Vaughan P.R. (1981). The drained residual strength of cohesive soils. Geotechnique, 31(2), 181-213.
10. Mao X (2000). The behaviour of three calcareous sediments in monotonic and cyclic loading. PhD Thesis, Univ. of Western Australia.
11. Matlock H. and Foo S.H. (1979). Axial pile analysis using a hysteretic and degrading soil model. Proc. Conf. Numerical methods in offshore piling, London, 127-133
12. Ramsey N., Jardine R.J., Lehane B.M. and Ridley A. (1998). A review of soilsteel interface testing with the ring shear apparatus. Proc. VI Conf. on Offshore site investigation and foundation behaviour, Soc. for Underwater Technology, London, 237-258.
13. Randolph M.F. (1994). RATZ program manual: Load transfer analysis of axially loaded piles. Dept. of Civil & Resource Engineering, University of Western Australia.
14. Randolph M.F. and Wroth C.P. (1981). Application of the failure state in undrained simple shear to the shaft capacity of driven piles2E Geotechnique 31 (1), 361-393.
15. Ridgen W.J. and Semple R.M. (1983). Design and installation of the Magnus foundations: predictions of pile behaviour. Design in Offshore structures, Thomas Telford, London, 29-43.
16. St. John H.D., Randolph M.F., McAnoy R.P. and Gallagher K.A. (1983). Design of piles for tethered platforms. Design in Offshore structures, Thomas Telford, London, 53-64.
17. Whittle A.J. and Baligh M.M. (1988). The behaviour of piles supporting tension leg platforms. Final report Phase III to sponsors, Dept. of Civil Engineering, Massachusetts Inst. of Technology, USA.