A numerical study of cone penetration in clay

Geotechnique

Volumn 54, Issue 4, 2004, Pages 257-267

  Lu, Q ^a   Randolph, M F ^a   Hu, Y ^b   Bugarski, I C ^c  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^b CURTIN UNIVERSITY   (Australia)

^c DARMSTADT UNIVERSITY OF TECHNOLOGY   (Germany)

Author keywords

Clays; Plasticity

Indexed keywords

ANISOTROPY; CORRELATION METHODS; ELASTICITY; FINITE ELEMENT METHOD; INTERPOLATION; PLASTICS; STRAIN;

RIGIDITY INDEX; STRAIN PATH METHOD; STRESS ANISOTROPY;

CLAY;

CLAY; CONE PENETRATION TEST; FINITE ELEMENT METHOD; NUMERICAL MODEL; PLASTICITY;

EID: 2542480220     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2004.54.4.257     Document Type: Article

References (25)

1. Baligh, M. M. (1985). Strain path method. J. Soil Mech. Found. Div., ASCE 111, 9, 1180-1186.
2. De Borst, R. & Vermeer, P. A. (1984). Possibilities and limitations of finite elements for limit analysis. Géotechnique 34, 2, 199-210.
3. Griffiths, D. V. (1982). Elasto-plastic analysis of deep foundations in cohesive soil. Int. J. Numer. Anal. Methods Geomech. 6, 211-218.
4. Herrmann, L. R. (1978). Finite element analysis of contact problems. J. Engng Mech., ASCE 104, 1043-1059.
5. Houlsby, G. T., Wheeler, A. A. & Norbury, J. (1985). Analysis of undrained cone penetration as a steady flow problem. Proc. 5th Int. Conf. on Numerical Methods in Geomechanics, Nagoya, 4, 1767-1773.
6. Hu, Y. & Randolph, M. F. (1998a). A practical numerical approach for large deformation problem in soil. Int. J. Numer Anal. Methods Geomech. 22, 5, 327-350.
7. Hu, Y. & Randolph, M. F. (1998b). Deep penetration of shallow foundations on non-homogeneous soil. Soils Found. 38, 1, 241-246.
8. Hu, Y., Randolph, M. F. & Watson, P. G. (1999). Bearing response of skirted foundations on non-homogeneous soil with large deformation. J. Geotech. Engng, ASCE 125, No. 17, 924-935.
9. ISSMGE (1999). International reference test procedure for the cone penetration test. Report of the ISSMGE Technical Committee 16 in Proc. 12th Eur. Conf. on Soil Mech. Found. Engng., Amsterdam 3, 2195-2222.
10. Kiousis, P. D., Voyiadjis, G. Z. & Tumay, M. T. (1988). A large strain theory and its application in the cone penetration mechanism. Int. J. Numer. Anal. Methods Geomech. 12, 45-60.
11. Ladanyi, B. & Johnson, G. H. (1974). Behaviour of circular footings and plate anchors embedded in permafrost. Can. Geotech. J. 11, 531-553.
12. Lu, Q., Hu, Y. & Randolph, M. F. (2000). FE analysis for T-bar and ball penetration in cohesive soil. Proc. 10th Int. Offshore and Polar Engineering Conf. ISOPE 2000, Seattle 2, 617-623.
13. Lu, Q., Hu, Y. & Randolph, M. F. (2001). Deep penetration in soft clay with strength increasing with depth, Proc. 11th Int. Offshore and Polar Engineering Conf. ISOPE 2001, Stavanger 2, 453-458.
14. Lunne, T., Robertson, P. K. & Powell, J. J. M. (1997). Cone penetration testing in geotechnical practice. London: Blackie Academic and Professional.
15. ultimate for undrained analysis of laterally loaded piles. J. Geotech. Engng, ASCE 119, No. 1, 91-107.
16. Steenfelt, J. S., Randolph, M. F. & Wroth, C. P. (1981). Model tests on instrumented piles jacked into clay. Proc. 10th Int. Conf. Soil Mech. Found. Engng, Stockholm 2, 857-864.
17. Teh, C. (1987). An analytical study of the cone penetration test. DPhil thesis, University of Oxford.
18. Teh, C. I. & Houlsby, G. T. (1991). An analytical study of the cone penetration test in clay. Géotechnique 41, No. 1, 17-34.
19. van den Berg, P. (1994). Analysis of soil penetration. Delft: Delft University Press.
20. van den Berg, P. & Vermeer, P. A. (1988). Undrained strength from CPT and finite element computations. Proceedings of a Conference on Numerical Methods in Geomechanics, Innsbruck, 1095-1100. Balkema: Rotterdam: Balkema.
21. Vesic, A. S. (1972). Expansion of cavities in infinite soil mass. J. Soil Mech. Found. Div., ASCE 98, No. 3, 265-290.
22. Yu, H. S. (1993). Discussion on: Singular plastic fields in steady penetration of a rigid cone. J. Appl. Mech. 60, 1061-1062.
23. Yu, H. S. (2000). Cavity expansion methods in geomechanics. Rotterdam: Balkema.
24. Yu, H. S. & Mitchell, J. K. (1998). Analysis of cone resistance: review of methods. J. Geotech. Geoenviron. Engng. ASCE 124, No. 2, 140-149.
25. Yu, H. S., Herrmann, L. R. & Boulanger, R. W. (2000). Analysis of steady cone penetration in clay. J. Geotech. Geoenviron. Engng, ASCE 126, No. 7, 594-605.