Settlement of Thick Clay Deposits under Piled-Raft Foundation and Design Considerations (Pile Dimensions)
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Ahner, C., Soukhov, D., and Konig, G., Reliability Aspect Design of Combined Piled-Raft Foundation (CPRF), 2nd International PhD Symposium in Civil Engineering, Budapest, 1998.
Reul, O. and Randolph, M.F., Design Strategies for Piled Rafts Subjected to Nonuniform Vertical Loading, Journal of Geotechnical and Geoen-vironmental Engineering, 130(1), ASCE, 2004, pp. 1-13.
Reul, O., Numerical Study of the Bearing Behavior of Piled Rafts, International Journal of Geomechanics, 4(2), ASCE, 2004, pp. 59-68.
Poulos, H.G., Piled Raft Foundations: Design and Application, Geotechnique, 51, 2001, pp. 95-113.
Poulos, H.G. and Davis, E.H., Pile Foundation Analysis and Design, John Wiley & Sons, New York, 1980, pp. 250-264.
Harr, M.E., Foundations of Theoretical Soil Mechanics, McGraw-Hill Incorporated, New York, 1966.
Fleming, W.G.K., Weltman, A.J., Randolph, M. F., and Elson, W.K., Piling Engineering 2nd Edition, Surrey University Press, London, 1992, p. 390.
Randolph, M.F. and Wroth, C.P., Analysis of Deformation of Vertically Loaded Piles, Journal of the Geotechnical Engineering Division, 104(12), 1978, pp. 1465-1488.
Foundation Design and Construction – Geo Publication No. 1, Geotechnical Engineering Office, Civil Engineering and Development Department, Hong Kong, 2006.
Clancy, P. and Randolph, M.F., An Approximate Analysis Procedure for Piled Raft Foundations, International Journal for Numerical and Analytical methods in Geomechanics, 17(12), 1993, pp. 849-869.
Shen, W.Y., Chow, Y.K., and Lee, K.Y., Practical Method for Settlement Analysis of Pile Groups, Journal of Geotechnical and Geoenvironmental Engineering, 126(10), ASCE, 2000, pp. 890-897.
Shen, W.Y. and Teh, C.I., Practical Solution for Group Stiffness Analysis of Piles, Journal of Geotechnical and Geoenvironmental Engineering, 128(8), ASCE, 2002, pp. 692-698.
Shen, W.Y., Chow, Y.K., and Yong, K.Y., A Variational Approach for Vertical Deformation Analysis of Pile Group, International Journal for Numerical and Analytical Methods in Geomecha-nics, 21(11), 1997, pp. 741-752.
Randolph, M.F. and Clancy, P., Design and Performance of a Piled Raft Foundation, in Vertical and Horizontal Deformations of Foundations and Embankments, American Society of Civil Engineers, 1994, pp. 314-321.
Brown, P.T., The Significance of Structure-Foundations Interaction, The Second Australia-New Zealand Conference in Geomechanics, Brisbane, Australia, 1975, pp. 79-82.
Tan, Y.C. and Chow, C.M., Design of Piled Raft Foundation on Soft Ground, GSM-IEM Forum, 2004.
Liew, S.S., Gue, S.S., and Tan, Y.C., Design and Instrumentation Results of A Reinforcement Concrete Piled Raft Supporting 2500 Ton Oil Storage Tank on Very Soft Alluvium Deposits, 9th International Conference on Piling and Deep Foundations, Nice, 2002
Prakoso, W.A. and Kulhawy, F.H., Contribution to Piled Raft Foundation Design. Journal of Geo-technical and Geo-environmental Engineering,. 127(1), ASCE, 2001, pp. 17-24.
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