A contribution to optimum design of piled rafts

Geotechnique

Volumn 48, Issue 3, 1998, Pages 301-317

  Horikoshi, K ^a   Randolph, M F ^a  

^a NONE

Author keywords

Design; Piles; Rafts; Settlement; Soil structure interaction

Indexed keywords

DESIGN OPTIMIZATION; EQUIPMENT DESIGN; MODEL;

BEARING CAPACITY; MATHEMATICAL MODELS; OPTIMIZATION; SETTLEMENT OF STRUCTURES; SOIL STRUCTURE INTERACTIONS; STIFFNESS; STRUCTURAL DESIGN;

DIFFERENTIAL SETTLEMENTS; PILED RAFT FOUNDATIONS;

PILE FOUNDATIONS;

FOUNDATION; PILED RAFT; SOIL/STRUCTURE INTERACTION;

EID: 0032096338     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1998.48.3.301     Document Type: Article

References (21)

1. Burland, J. B., Broms, B. B. & de Mello, V. F. B. (1977). Behaviour of foundations and structures. Proc. 9th Int. Conf. on Soil Mechanics and Foundation Engineering, Tokyo 2, 495-546.
2. Chow, Y. K. (1986). Analysis of vertically loaded pile groups. Int. J. Numer. Anal. Meth. Geomech. 10, No. 1, 59-72.
3. Chow, Y. K. & Teh, C. I. (1991). Pile-cap-pile-group interaction in non-homogeneous soil. J. Geotech. Engng, ASCE 117, No. 11, 1655-1668.
4. Clancy, P. (1993). Numerical analysis of piled raft foundations. University of Western Australia, PhD thesis.
5. Clancy, P. & Randolph, M. F. (1993). An approximate analysis procedure for piled raft foundations. Int. J. Numer. Anal. Meth. Geomech. 17, No. 12, 849-869.
6. Cooke, R. W. (1986). Piled raft foundations on stiff clays - a contribution to design philosophy. Géotechnique 36, No. 2, 169-203.
7. Fleming, W. G. K., Weltman, A. J., Randolph, M. F. & Elson, W. K. (1992). Piling engineering, 2nd edn. New York: Wiley.
8. Giroud, J. P. (1968). Settlement of a linearly loaded rectangular area. J. Soil Mech. Fdns. Div., ASCE 94, No. SM4, 813-831.
9. Hain, S. J. & Lee, I. K. (1978). The analysis of flexible pile-raft systems. Géotechnique 28, No. 1, 65-83.
10. Horikoshi, K. (1995). Optimum design of piled raft foundations. University of Western Australia, PhD thesis.
11. Horikoshi, K. & Randolph, M. F. (1996). Centrifuge modelling of piled raft foundation on clay. Géotechnique 46, No. 4, 741-752.
12. Horikoshi, K. & Randolph, M. F. (1997). On the definition of raft-soil stiffness ratio. Géotechnique 47, No. 5, 1055-1061.
13. Padfield, C. J. & Sharrock, M. J. (1983). Settlement of structures on clay soils. Construction Industry Research and Information Association, Special Publication 27.
14. Poulos, H. G. & Davis, E. H. (1980). Pile foundation analysis and design. New York: Wiley.
15. Randolph, M. F. (1983). Design of piled raft foundations. Proc. Int. Symp. on Recent Developments in Laboratory and Field Tests and Analysis of Geotechnical Problems, Bangkok 525-537.
16. Randolph, M. F. (1989). PISSAP (pile spreadsheet analysis program) manual.
17. Randolph, M. F. (1994). Design methods for pile group and piled rafts. Proc. 13th Int. Conf. on Soil Mechanics and Foundation Engineering, New Delhi 5, 61-82.
18. Randolph, M. F. & Clancy, P. (1993). Efficient design of piled rafts. Proc. Deep Foundation on Bored and Auger Piles, Ghent 119-130.
19. Randolph, M. F. & Claney, P. (1994). Design and performance of a piled raft foundation. ASCE, Geotechnical Engineering Division Specialty Conference, Texas 40, No. 1, 314-324.
20. Randolph, M. F. & Wroth, C. P. (1978). Analysis of deformation of vertically loaded piles. J. Geotech. Engng Div., ASCE 104, No. GT12, 1465-1488.
21. Whitaker, T. (1961). Some experiments on model piled foundations in clay. Proc. Symp. Pile Foundations, 6th Int. Cong. Int. Assoc. for Bridge and Structural Engineering, Stockholm 124-139.