New ultimate pile capacity prediction method based on cone penetration test (CPT)
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[1] Peter K. Robertson,et al. Cone-penetration testing in geotechnical practice , 1997 .
[2] Abolfazl Eslami,et al. Pile capacity by direct CPT and CPTu methods applied to 102 case histories , 1997 .
[3] Peter K. Robertson,et al. Use of Piezometer Cone Data , 1986 .
[4] Michael McVay,et al. Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT & DTP Data , 2007 .
[5] Tom Lunne,et al. Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay , 1996 .
[6] John H. Schmertmann,et al. GUIDELINES FOR CONE PENETRATION TEST. (PERFORMANCE AND DESIGN) , 1978 .
[7] Roger Frank,et al. Semi empirical design procedures for axial pile capacity in clays , 2001 .
[8] M. Davisson. High capacity piles , 1972 .
[9] G Philipponnat. METHODE PRATIQUE DE CALCUL D'UN PIEU ISOLE A L'AIDE DU PENETROMETRE STATIQUE , 1980 .
[10] Murad Y. Abu-Farsakh,et al. EVALUATION OF BEARING CAPACITY OF PILES FROM CONE PENETRATION TEST DATA , 1999 .
[11] F. L. Beringen,et al. Pile foundations for large North Sea structures , 1979 .
[12] Michael McVay,et al. LOAD AND RESISTANCE FACTOR DESIGN (LRFD) FOR DEEP FOUNDATIONS , 2004 .