The analytical prediction of the buckling loads of fully and partially embedded piles

Geotechnique

Volumn 54, Issue 6, 2004, Pages 363-373

  Heelis, M E ^a   Pavlovic M N ^b   West, R P ^c  

^a Dynatest UK Ltd   (United Kingdom)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

^c TRINITY COLLEGE DUBLIN   (Ireland)

Author keywords

Friction; Piles; Soil structure interaction; Stiffness

Indexed keywords

BEARING CAPACITY; BUCKLING; COLUMNS (STRUCTURAL); PILE FOUNDATIONS; STRESS ANALYSIS;

ANALYTICAL SOLUTIONS; BEAM-COLUMN; EMBEDDED COLUMN; WINKLER FOUNDATION;

PILES;

BUCKLING; FRICTION; NUMERICAL MODEL; PILE; SOIL-STRUCTURE INTERACTION; STIFFNESS;

EID: 4444239170     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2004.54.6.363     Document Type: Article

References (14)

1. Davisson, M. T. (1963). Estimating buckling loads for piles. Proc. 2nd Pan American Conf. Soil Mech. Found. Engng, Brazil 2, 351-369.
2. Davisson, M. T. & Robinson, K. E. (1965). Bending and buckling of partially embedded piles. Proc. 6th Int. Conf Soil Mech. Found. Engng 2, 243-246.
3. Fleming, W. G. K., Weltman, A. J., Randolph, M. F. & Elson, W. K. (1992). Piling engineering. London: Blackie Academic and Professional.
4. Francis, A. J., Savory, N. R., Stevens, L. K. & Trollope, D. H. (1962). The behaviour of slender point-bearing piles in soft clay. Proceedings of the University of Hong Kong Golden Jubilee Congress, Hong Kong, pp. 25 50.
5. Gouvenot, D. (1975). Essais de chargement et de flambement de pieux aiguilles. Annales de l'Institut Technique du Batiment et des Travaux Publics 334, 25-39.
6. Heelis, M. E. (1996). Stability of fully and partially embedded beam-columns in homogeneous and non-homogeneous elastic Winkler foundations. PhD thesis, Trinity College, University of Dublin.
7. Heelis, M. E., West, R. P. & Pavlović, M. N. (1999). The stability of uniform friction piles in homogeneous and non-homogeneous elastic foundations. Int. J. Solids Struct. 36, No. 22, 3277-3292.
8. Hetényi, M. (1946). Beams on elastic foundations. Ann Arbor: University of Michigan Press.
9. Lee, K. L. (1968). Buckling of partially embedded piles in sand. J. Soil Mech. Found. Div., ASCE 94, No. SMI, 255-270.
10. Pavlović, M. N. & Tsikkos, S. (1982). Beams on quasi-Winkler foundation. Engng Struct. 4, 113-118.
11. Prakash, S. (1987). Buckling loads of fully embedded piles. Int. J. Comput. Geotech. 4, 61-83.
12. Prakash, S. & Sharma, H. D. (1989). Pile foundations in engineering practice. New York: Wiley.
13. Terzaghi, K. (1955). Evaluation of coefficients of subgrade reaction. Géotechnique 5, 297-326.
14. West, R. P., Heelis, M. E., Pavlović, M. N. & Wylie, G. B. (1997). The stability of end-bearing piles in a non-homogeneous elastic foundation. Int. J Numer. Anal. Methods Geomech. 21, 845-861.