1 Fellenius, B. H., "Unified design of piled foundations with emphasis on settlement analysis" ASCE 253-275, 2004
2 Osterberg, J. O., "The Osterberg load test method for drilled shafts and driven piles-The First ten years" Deep Foundation Institute 1998
3 Fellenius, B. H., "Long-term monitoring of strain in instrumented piles" 135 (135): 1583-1595, 2009
4 Altaee, A., "Load transfer for piles in sand and the critical depth" 30 (30): 455-463, 1993
5 Gregersen, O. S., "Load tests on friction piles in loose sand" ICSMFE 109-117, 1973
6 Kim, H. J, "Improved evaluation of equivalent top-down load-displacement curve from a bottom-up pile load test" 137 (137): 568-578, 2011
7 Lee, J. S., "Equivalent pile load-head settlement curve using a bi-directional pile load test" ELSEVIER 35 (35): 124-133, 2008
8 Baker, C. N., "Drilled shafts for bridge foundations" FHWA 1993
9 Kim, S. R., "Distribution of residual load and true shaft resistance for a driven instrumented test pile" 48 (48): 583-598, 2011
10 Loadtest, "Construction of the equivalent top-loaded loadsettlement curve from the results of an O-cell test, Loadtest Appendix to Reports" 2001
1 Fellenius, B. H., "Unified design of piled foundations with emphasis on settlement analysis" ASCE 253-275, 2004
2 Osterberg, J. O., "The Osterberg load test method for drilled shafts and driven piles-The First ten years" Deep Foundation Institute 1998
3 Fellenius, B. H., "Long-term monitoring of strain in instrumented piles" 135 (135): 1583-1595, 2009
4 Altaee, A., "Load transfer for piles in sand and the critical depth" 30 (30): 455-463, 1993
5 Gregersen, O. S., "Load tests on friction piles in loose sand" ICSMFE 109-117, 1973
6 Kim, H. J, "Improved evaluation of equivalent top-down load-displacement curve from a bottom-up pile load test" 137 (137): 568-578, 2011
7 Lee, J. S., "Equivalent pile load-head settlement curve using a bi-directional pile load test" ELSEVIER 35 (35): 124-133, 2008
8 Baker, C. N., "Drilled shafts for bridge foundations" FHWA 1993
9 Kim, S. R., "Distribution of residual load and true shaft resistance for a driven instrumented test pile" 48 (48): 583-598, 2011
10 Loadtest, "Construction of the equivalent top-loaded loadsettlement curve from the results of an O-cell test, Loadtest Appendix to Reports" 2001
11 Kwon, O. S., "Comparison of the bidirectional load test with the top-down loadtest" 1936 : 108-116, 2005
12 Xi, X., "An analytical solution to transform O-cell pile test data into conventional load-settlement curve" Geotechnical Special Publication 205 : 192-199, 2010