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REFERENCES 1.Ab. Malik, Rosely., Ambrose, Jasmin., “Application of Iterative Technique (IT) using SPT N-Values and Correlations for Analysis of Tip and Shaft Capacity for an Axially Loaded Pile in Sand”, World Engineering Congress 1999, pp. 243-248. 2.Ab. Malik, Rosely., Maail, Shukri., “Interpretation of Pullout Pile Test using Chin Fung Kee’s Method”, 2nd World Engineering Congress 2002, pp. 88-90. 3.Aldrich, John., “Earliest Uses of Symbols in Probability and Statistics”, Electronic Document, retrieved March 20, 2005. 4.ASTM D1143-81, “Standard Test Method for Piles Under Static Axial Compressive Load”, 1994, pp. 1-11. 5.ASTM D1586-84, “Standard Test Method for Penetration Test Split-Barrel Sampling Soil”, 1992, pp. 1-5. 6.Bowles, J.E., “Foundation Analysis and Design”, 5th Edition, 1997, pp. 213-280, pp. 867-963. 7.Chin, F.K., “Estimation of the Ultimate Load of Piles not Carried to Failure” Proceedings 2nd Southeast Asian Conference on Soil Engineering, Singapore, 1970, pp. 81-90. 8.Coyle, H.M. and Castello, R.R., “New Design Correlations for Piles in Sand” Journal of Geotechnical Engineering. Div, Proc. ASCE, Vol. 107, No.GT7, July 1981, pp.965-986. 9.Das, M. Braja., “Principles of Geotechnical Engineering", 5th Edition, 2002, pp. 162-220. 10.Dougherty Jr, J.J., “Design and Installation of Driven Pile Foundation”, 1973, pp. 43-50, pp. 161-172. 11.Feller, W., “An Introduction to Probability Theory and Its Applications”, Vol. 2, 3rd Edition, .New York; Wiley, 1971, pp. 45. 12.Fellenius, B.H., “The Analysis of Results from Routine Pile Load Tests”, Ground Engineering, 1980, pp. 19-31. 13.Fleming, Weltman, Randolph, Elson. “Piling Engineering”, 1985, pp. 95-198, pp. 301-340. 14.Komurka, Van E., Wagner, Alan B., Tuncer B. Edil., “Estimating Pile-Soil Setup”, Final Report of Wisconsin Highway Research Program, Sept. 2003, pp. 1-53. 15.Kovacs, W.D. and Salomone, L.A., “SPT Hammer Energy Measurements”, Journal of Geotechnical Engineering. Div, Proc. ASCE, Vol. 108, No.GT4, 1984, pp.599-620. 16.McGregor, J.A., Duncan, J. M., “Performance and Use of Standard Penetration Test in Geotechnical Engineering Practice”, Report by Virginia Tech Center for Geotechnical Practice and Research, Oct 1998, pp. 1-66. 17.Meyerhof, G..G., “Bearing Capacity and Settlement of Pile”, Journal of Geotechnical Engineering. Div, Proc. ASCE, Vol. 102, No.GT3, March 1976, pp.197-228. 18.Meyerhof, G.G., “Penetration Tests and Bearing Capacity of Cohesionless Soils", Journal of Soil Mechanics and Foundation Design, Vol. 82, SM1, 1956, pp. 1-19. 19.Meyerhof, G.G., “Ultimate Bearing Capacity of Footings on Sand Layer Overlaying Clay”, Canada Geotechnical Journal, Vol.11, No. 2, 1974, pp. 223-229. 20.NAVFAC DM 7.2. “Foundations and Earth Structures”, May 1982, pp. 192-229. 21.Prakash, Shamsher., Sharma, Hari D., “Pile Foundations in Engineering Practice”, 1990, pp. 218-294, pp. 634-673. 22.Sherif Aggour, M., Rose Radding, W., “Standard Penetration Test (SPT) Correction”, Research Report of Maryland Department of Transportation State Highway Administration, Sept. 2001, pp. 1-93. 23.Simons, Noel., Menzies, Bruce., “A Short Course in Foundation Engineering”, 2000, pp. 162-220. 24.“Static Pile Load Test Manual, Geotechnical Control Procedure GCP-18”, Geotechnical Engineering Bureau, New York State Department of Transportation, July 1999, pp. 1-42. 25.Tomlinson, M.J., “Foundation Design and Construction”, 4th Edition, 1980, pp. 82-98, pp. 372-441, pp. 463-545. 26.Vay, Michael C.M., Alvarez, V., Chang L.M., Perez, A., Gibsen, A., “Estimating Driven Pile Capacities During Construction”, Final Report of FDOT by University Florida, Aug 2002, pp. 5-307. 27.Wittwer, J. W., "Graphing a Normal Distribution in Excel", Vertex42.com, November 1, 2004.
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