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2 Williams, R. E., "Unexpected behaviour of large diameter tubular steel piles" IES, NTU, NUS and Inistitute of Structural Engineers 363-378, 1997
3 Foye, K. C., "Resistance factors for use in shallow foundation LRFD" 132 (132): 1197-1207, 2006
4 Foye, K. C., "Resistance factors for use in load and resistance factor design of driven pipe piles in sands" 135 (135): 1-13, 2009
5 Zhang, L. M., "Reliability of Axially Loaded Driven Pile Groups" 127 (127): 1051-1060, 2001
6 Kwak, K., "Reliability based calibration of resistance factors for static bearing capacity of driven steel pipe piles" 47 (47): 528-538, 2010
7 Kim, K. J., "Reliability based calibration of resistance factors for axial capacity of driven piles" 1-12, 2005
8 Jardine, R. J, "Pile load testing performed for HSE cyclic loading study at dunkirk, France" Health and Safety Executive 2000
9 Phoon, K. K., "Multiple Resistance Factor Design (MRFD) for spread foundations" 129 (129): 807-818, 2003
10 ASCE, "Minimum design loads for buildings and other structures" ASCE 424-, 2005
1 Ellingwood, B. R., "Wind load statistics for probability-based structural design" ASCE 125 (125): 453-463, 1999
2 Williams, R. E., "Unexpected behaviour of large diameter tubular steel piles" IES, NTU, NUS and Inistitute of Structural Engineers 363-378, 1997
3 Foye, K. C., "Resistance factors for use in shallow foundation LRFD" 132 (132): 1197-1207, 2006
4 Foye, K. C., "Resistance factors for use in load and resistance factor design of driven pipe piles in sands" 135 (135): 1-13, 2009
5 Zhang, L. M., "Reliability of Axially Loaded Driven Pile Groups" 127 (127): 1051-1060, 2001
6 Kwak, K., "Reliability based calibration of resistance factors for static bearing capacity of driven steel pipe piles" 47 (47): 528-538, 2010
7 Kim, K. J., "Reliability based calibration of resistance factors for axial capacity of driven piles" 1-12, 2005
8 Jardine, R. J, "Pile load testing performed for HSE cyclic loading study at dunkirk, France" Health and Safety Executive 2000
9 Phoon, K. K., "Multiple Resistance Factor Design (MRFD) for spread foundations" 129 (129): 807-818, 2003
10 ASCE, "Minimum design loads for buildings and other structures" ASCE 424-, 2005
11 Hansell, W. C, "Load factor design for steel highway bridges" American Institute of Steel Construction 8 (8): 113-123, 1971
12 Withiam, J. L., "Load and Resistance Factor Design (LRFD) for highway bridge substructures" Federal Highway Administration 2001
13 McVay, M. C., "Load and Resistance Factor Design (LRFD) for driven piles using dynamic methods - A Florida perspective" 23 (23): 55-66, 2000
14 Paikowsky, S. G., "Load and Resistance Factor Design (LRFD) for deep foundations" Transportation Research Board 2004
15 Chow, F. C., "Investigations into dispacement pile behaviour for offshore foundations" Imperial College 1997
16 Jardine, R. J., "Investigation of pile-soil behaviour, with special reference to the foundations of offshore structures" Imperial College 1985
17 Jardine, R. J., "ICP design methods for driven piles in sand and clays" Thomas Telford 2005
18 Lehane, B. M., "Experimental investigations of pile behaviour using instrumented field piles" Imperial College 1992
19 Hasofer, A. M, "Exact and invariant secondmoment code format" ASCE 100 (100): 111-121, 1974
20 Titi, H. H., "Evaluation of CPT methods for load and resistance factor design of driven piles, In Geotechnical Engineering for Transportation Projects" 687-696, 2004
21 Low, B. K, "Efficient reliability evaluation using spreadsheet" ASCE 123 (123): 749-752, 1997
22 Zuidberg, H. M, "EURIPIDES: Load tests on large driven piles in dense Silica sands, tubular steel piles" 1996
23 Phoon, K. K, "Drilled shaft design for transmission line structure using LRFD and MRFD" 1006-1017, 2002
24 Allen, T. M., "Development of geotechnical resistance factors and downdrag load factors for LRFD" Federal Highway Administration 41-, 2005
25 Phoon, K. K., "Development of a reliability-based design framework for transmission line structure foundations" 129 (129): 798-806, 2003
26 Honjo, Y., "Determination of partial factors for a vertically loaded pile based on reliability analysis" 42 (42): 91-109, 2002
27 U.S. Army Corps of Engineers, "Design of pile foundations" American Society of Civil Engineers 106-, 1993
28 Nowak, A. S., "Calibration of LRFD bridge design code" Transportation Research Board 1999
29 CUR, "Bearing capacity of steel pipe piles" Centre for Civil Engineering Research and Codes 2001
30 Jardine, R. J., "Axial capacity of offshore piles in dense sand" 161-170, 1998
31 Schneider, J. A., "Analysis of piezocone data for displacement pile design" The University of Western Australia 2007
32 AASHTO, "AASHTO standard specifications for highway bridges, American Association of State Highway and Transportation Officials, 17th Edition, Washington, D.C"
33 AASHTO, "AASHTO LRFD bridge design specifications, American Association of State Highway and Transportation Officials, 4th Edition, Washington, D.C"
34 Foye, K. C., "A rational, probabilistic method for the development of geotechnical load and resistance factor design" Purdue University 2005
35 Jardine, R. J., "A competition to assess the reliability of pile prediction methods" 911-914, 2001