A note on pile interaction factors

Soils and Foundations

Volumn 38, Issue 4, 1998, Pages 251-253

  Costanzo, Daniele ^a   Lancellotta, Renato ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

Interaction factors; Non linearity; Piled foundations; Serviceability state; Settlements (IGC: E2 E4 E12)

Indexed keywords

EID: 15844362409     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.38.4_251     Document Type: Article

References (10)

1. Bilotta, E., Caputo, V. and Viggiani, C. (1991): "Analysis of soil-structure interaction for piled rafts," Proc. 10th Eur. Conf. on SMFE, Florence, Vol. 1, pp. 315-318.
2. Burland, J. B. (1995): "Piles as settlement reducers," Invited Lecture, XIX Convegno Italiano di Geotecnica, Pavia, Vol. 2, pp. 21-34.
3. Butterfield, R. and Banerjee, P. K. (1971): "The elastic analysis of compressible piles and pile groups," Géotechnique, Vol. 21, No. 1, pp. 43-60.
4. Caputo, V. and Viggiani, C. (1984): "Pile foundation analysis: a simple approach to nonlinerity effects," Rivista Italiana di Geotecnica, Anno 18, No. 1, pp. 32-51.
5. Cooke, R. W., Bryden Smith, D. W., Gooch, M. N. and Sillett, D. F. (1981): "Some observations of the foundation loading and settlement of a multi-storey building on a piled raft foundation in London clay," Proc. Inst. Civ. Engrg., 107, pp. 433-460.
6. Fleming, W. G. K., Weltman, A. J., Randolph, M. F. and Elson, W. K. (1985): Piling Engineering, Surrey Univ. Press, Halsted Press.
7. Jendeby, L. (1991): "Load transfer in friction piled foundation in soft clay," Proc. 10th Eur. Conf. on SMFE, Florence, Vol. 1, pp. 449-452.
8. Kaino, T. and Aoki, H. (1985): see Poulos (1993).
9. Poulos, H. G. (1968): "Analysis of the settlement of pile groups," Géotechnique, Vol. 18, pp. 449-471.
10. Poulos, H. G. (1993): "Settlement prediction for bored pile