2WHITTLE A J,SUTABUTR T.Prediction of pile setup inclay. Transportation Research . 1999
3BULLOCK P J,SCHMERTMANN J H,MCVAY M C,TOWNSEND F C.Side Shear Setup.I:Test piles drivenin Florida. Journal of Geotechnical and Geo-environmental Engineering . 2005
4BULLOCK P J,SCHMERTMANN J H,MCVAY M C,et al.Side shear setup.II:Results from Florida testpiles. Journal of Geotechnical and Geoen-vironmental Engineering . 2005
5LONG J.H,BOZKURT D,KERRIGAN J A,et al.Valueof methods for predicting axial pile capacity. Journalof the Transportation Research Board . 1999
6CAMP W M,PARMAR H S.Characterization of pilecapacity with time in the cooper marl-study of applicationof a past approach to predict long-term pile capacity. Journal of the Transportation Research Board . 1999
7LIU J W,ZHANG Z Z,YU F,et al.Case history ofinstalling instrumented jacked open-ended piles. Journal of Geotechnical and GeoenvironmentalEngineering . 2012
8Andolph M F,Carter J P,Wroth C P.Driven Piles in Clay-the Effects of Installation and Subsequent Consolidation. Geotechnique . 1979
9Schmertmann J H.The mechanical aging of soils. Journal of the Geotechnical Engineering Division,ASCE . 1991
10Randolph MF.Science and empiricism in pile foundation design. Geotechnique . 2003
